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HomeMy Public PortalAboutGray's Crossing Draft EIR - Traffic Model 1 GRAY'S CROSSING SPECIFIC PLAN PROJECT DRAFT ' ENVIRONMENTAL IMPACT REPORT 1 TRAFFIC MODELING OUTPUT PROVIDED BY LSC TRANSPORTATION CONSULTANTS, INC. ' (Appendix 8 to the Draft EIR) Prepared for: TOWN OF TRUCKEE 10183 Truckee Airport Road Truckee, CA 96161 Prepared by: PACIFIC MUNICIPAL CONSULTANTS 140 Independence Circle, Suite C Chico, CA 95973 530 - 894 -3469 Fax: 530- 894 -6459 www.pacificmunicipal.com June 2003 t ITE Trip Generation Adjustments I 1 1 1 r I I a I I Non - Residential - Weekday Traffix Initial Internal External LU No. In Out In Out In Out I Church 13 6 5 0.11 1 1 5 4 Golf 17 22 28 0.5 11 14 11 14 Fitness 17 13 8 0.5 7 4 6 4 I Retail 20 39 52 0.11 4 6 35 46 Office 20 1 5 0.11 0 1 1 4 Gas 20 107 107 0.11 12 12 95 95 Church 20 5 5 0.11 1 1 4 4 I CC 20 4 8 0.5 2 4 2 4 197 218 38 43 159 175 81 I Initial Adjusted PM Peak -Hour PM Peak -Hour Daily In Out Daily In Out I Church 9.11 0.36 0.3 8.108 0.32 0.267 Golf 35.74 1.21 1.53 17.87 0.605 0.765 Fitness 42.59 2.62 1.68 21295 1.31 0.84 Retail 40.67 1.11 1.48 36.196 0.988 1.317 Office 11.01 0.25 1.24 9.799 0.223 1.104 Gas 162.78 6.69 6.69 144.874 5.954 5.954 Church 9.11 0.36 0.3 8.108 0.32 0.267 ' CC 22.88 0.6 1.15 11.44 0.3 0.575 I I I I I I I I I I I Residential - Single Family Detached PM Peak -Hour I Weekday ITE No. Daily In Out Total Single- Family Detached 210 9.57 0.65 - 0.36 1.01 ' Recreational Homes 260 3.16 0.11 0.15 0.26 Grays Crossing Single Family Detached 6.49 0.39 0.26 0.65 PM Peak -Hour ' Weekend (Saturday) ITE No. Daily In Out Total Single-Family Detached 210 10.09 0.51 0.43 0.94 Recreational Homes 260 2.93 0.17 0.19 0.36 Grays Crossing Single Family Detached 6.65 0.35 0.32 0.66 , Residential - Multi-Family PM Peak -Hour Weekday ITE No. Daily In Out Total Multi - Family 220 6.63 0.42 0.20 0.62 Recreational Homes 260 3.16 0.11 0.15 0.26 Grays Crossing Multi Family Detached 5.24 0.29 0.18 0.48 PM Peak -Hour , Weekend (Saturday) ITE No. Daily In Out Total • Multi - Family Detached 220 6.39 0.28 0.24 0.52 Recreational Homes 260 2.93 0.17 0.19 0.36 , Grays Crossing Multi Family Detached 5.01 0.24 0.22 0.46 Golf Course Weekend Daily 39.53 , Weekday Daily 35.74 Adjustment Factor 1.106 PM Peak -Hour , In Out Total Weekday 1.21 t53 2.74 Proposed Weekend 1.34 t69 3.03 I Gray's Crossing Trip Generation Calculations Fitness Center PM Peak -Hour ITE No. Weekday In Out Total Racket Club (per 1,000 SF) 492 17.14 NA NA 1.83 ' Fitness Center 493 2.62 1.68 4.30 Adjustment Factor 4.30/1.83 = 2.485 Proposed Fitness Center Weekday 42.59 (17.14 x 2.485) Peak Hour of Generator e ITE No. Sunday In Out Total Racket Club (per 1000 SF) 492 23.16 NA NA 3.00 Adjustment Factor 23.16/17.14 = 1.35 ' Proposed Fitness Center Weekend 57.50 (42.59 x 1.35) Adjustment Factor 3.00/4.30 = 0.700 PM Peak -Hour • In Out Total Proposed Fitness Center Weekend 1.83 1.18 3.01 I ' (2.62 x 0.7) (1.68 x 0.7) Apartment I Weekday Peak -Hour Generator 0.62 Weekday PM Peak -Hour 0.67 Adjustment Factor 0.925 I Weekend Peak -Hour Generator 0.51 Proposed Weekend PM -Peak 0.47 (0.925 x 0.51) Use the weekday distribution for I entering and leaving for weekdend 0.67 entering and 0.33 leaving Specialty Retail Weekday Daily Rate 40.67 I Weekend Daily Rate 20.43 Adjustment Factor 0.50 (20.43/40.67) PM Peak -Hour ' In Out Total Specialty Retail PM Peak -Hour Weekday Rate 1.11 1.48 2.59 Proposed Specialty Retail PM Peak -Hour Weekend Rate 0.56 0.74 1.30 Gas Station Weekday Daily Rate 542.60 I Sunday Daily Rate 166.88 Adjustment Factor 0.308 (166.88/542.60) PM Peak -Hour .1 In Out Total Weekday PM Peak -Hour Rate 9.61 9.61 19.22 PM Peak -Hour In Out Total I Proposed Sunday PM Peak -Hour Rate 2.96 2.96 5.91 Grays Crossing Trip Generation Calculations ' Lodge Sunday Daily Rate (Occupied Rooms) 10.09 Weekday PM Peak -Hour (Occupied Rooms) 0.49 Weekday PM Peak -Hour (Rooms) 0.42 Adjustment Factor 0.857 I Proposed Sunday Daily Rate (Rooms) 8.65 (10.09 x 0.857) Saturday Peak Hour of the Generator Rate 1.23 I (Occupied Room) Saturday Peak Hour of the Generator Rate 1.05 (1.23'0.857) (Room) I Use the weekday distribution for entering and leaving for weekdend 0.43 entering and 0.57 leaving PM Peak -Hour In Out Total I Proposed Weekend PM Peak -Hour Rates 0.45 0.60 1.05 (1.05x0.43) (1.05x0.57) Proposed Weekday Daily Rate (per Room) 3.45 (0.42/1.05 x 8.65) n 0 c v a a i� a® MN MINI SO MI MI OW IMO a a t i IS a aelf MI MI a i, MI UM a w a INS la 1St INS a 11111111 all a a• a SR 267 South of I -80 YEAR: 1997 NORTHBOUND SOUTHBOUND TOTAL Thursday Friday Saturday Sunday Thursday Friday Saturday Sunday Thursday Friday Saturday Sunday Jul 10 Jul 11 Jul 12 Jul 13 Jul 10 Jul 11 Jul 12 Jul 13 Jul 10 Jul 11 Jul 12 Jul 13 12:00 AM 26 26 48 59 12:00 AM 28 42 81 60 12:00 AM 54 68 129 119 01:00 AM 20 16 35 46 01:00 AM 34 32 42 41 01:00 AM 54 48 77 87 02:00 AM 10 28 18 17 02:00 AM 13 15 26 22 02:00 AM 23 43 44 39 03:00 AM 20 27 15 16 03:00 AM 14 13 17 14 03:00 AM 34 40 32 30 04:00 AM 36 38 12 19 04:00 AM 20 13 22 17 04:00 AM 56 51 34 36 05:00 AM 59 70 34 36 05:00 AM 56 55 35 25 05:00 AM 115 125 69 61 06:00 AM 152 130 95 72 06:00 AM 202 160 92 51 06:00 AM 354 290 187 123 ' 07:00 AM 291 203 144 120 07:00 AM 319 265 184 156 07:00 AM 610 468 328 276 08:00 AM 266 224 203 169 08:00 AM tIlltUit •.. 254 279 207 08:00 AM 746 478 482 376 09:00 AM 303 298 308 259 09:00 AM 342 275 332 383 09:00 AM 645 573 640 642 10:00 AM 282 333 369 380 10:00 AM 275 312 426 371 10:00 AM 557 645 795 751 11:00 AM 303 329 401 487 11:00 AM 324 360 nee :9 424 11:00 AM 627 689 -, `I89 911 12:00 PM 337 397 ilictWEEa 501 12:00 PM 337 375 484 424 12:00 PM 674 772 te; .' ktogro 925 01:00 PM 355 395 418 511 01:00 PM 365 383 435 439 01:00 PM 720 778 853 950 02:00 PM 345 389 356 528 02:00 PM 373 444 460 420 02:00 PM 718 833 816 948 03:00 PM 374 378 416 7 03:00 PM 369 RPS6. 485 tite0f1M 03:00 PM 743 838 901 MS`fr, 005 04:00 PM 4 475; 379 408 436 04:00 PM 409 415 459 404 04:00 PM 884 794 867 840 05:00 PM 445 5:44rat 385 396 05:00 PM 456 448 380 353 05:00 PM 9. It.r 765 749 06:00 PM 338 353 385 336 06:00 PM 382 459 355 306 06:00 PM 720 812 740 642 07:00 PM 244 263 265 226 07:00 PM 252 357 271 242 07:00 PM 496 620 538 468 08:00 PM 172 218 253 207 08:00 PM 206 280 261 208 08:00 PM 378 498 514 415 09:00 PM 147 199 222 145 09:00 PM 159 243 196 175 09:00 PM 306 442 418 320 10:00 PM 93 148 167 72 10:00 PM 139 203 112 99 10:00 PM 232 351 279 171 11:00 PM 46 81 131 52 11:00 PM 73 150 105 58 11:00 PM 119 231 236 110 Pm ginailint,w . 0 ,55= "80° : 4: oVienattnim. 'r; 5" P. '9p" r 93" l .'g4 Xik) Peak Hour 5 PM - 6 PM 5 PM - 6 PM 11 PM -11 AM 3 PM - 4 PM • SR 89 North of 1 -80 YEAR: 2000 NORTHBOUND SOUTHBOUND TOTAL Friday Saturday Sunday Friday Saturday Sunday Friday Saturday Sunday Ju17 Jul8 Jul9 Jul7 Jul8 Jul9 Jul7 Jul8 Jul 12:00 AM 30 49 55 12:00 AM 7 22 18 12:00 AM 37 71 I 73 01:00 AM 16 34 36 01:00 AM 5 4 11 01:00 AM 21 38 47 02:00 AM 11 17 22 02:00 AM 5 7 7 02:00 AM 16 24 29 03:00 AM 5 14 9 03:00 AM 7 8 10 03:00 AM 12 22 19 04:00 AM 9 11 6 04:00 AM 26 11 7 04:00 AM 35 22 13 05:00 AM 29 20 16 05:00 AM 90 48 22 05:00 AM 119 68 38 06:00 AM 102 69 29 06:00 AM 212 118 56 06:00 AM 314 187 85 07:00 AM 184. 131 68 07:00 AM 319 153 129 07:00 AM 503 284 197 08:00 AM 200 208 119 08:00 AM 292 204 163 08:00 AM 492 412 282 09:00 AM 221 313 205 09:00 AM 292 300 274 09:00 AM 513 613 479 10:00 AM 297 aftligr 270 10:00 AM 312 383 355 10:00 AM 609 625 11:00 AM 268 368 rriGaZtr 11:00 AM 299 370 370 11:00 AM 567 738 691 12:00 PM 350 360 320 12:00 PM 317 Wilp.74nri 378 12:00 PM 667 751 698 01:00 PM 326 348 314 01:00 PM 290 326 378 01:00 PM 616 674 692 02:00 PM 335 333 wk x 333 313 02:00 PM 306 351 407 02:00 PM 641 684 e d t 20 03:00 PM 382 367F aKI 03:00 PM 316 293 ink 03:00 PM 698 660 "% 4;17 04 :00 PM 461 332 275 04:00 PM elStalt 312 395 04:00 PM 782 644 670 05:00 PM .-039 299 261 05:00 PM 287 310 326 05:00 PM pilinra4 40 ` 609 587 06:00 PM 370 243 210 06:00 PM 255 247 264 06:00 PM 625 490 474 07:00 PM 311 196 181 07:00 PM 183 210 243 07:00 PM 494 406 424 08:00 PM 269 150 153 08:00 PM 156 149 168 08:00 PM 425 299 321 09:00 PM 216 150 111 09:00 PM 112 114 93 09:00 PM 328 264 204 10:00 PM 177 115 90 10:00 PM 65 71 76 10:00 PM 242 186 166 11:00 PM 92 93 43 11:00 PM 50 34 26 11:00 PM 142 127 69 AX ® etz> 389 iflittall MreACZNICU 3 1i:g 79a'- ima 2 Peak Hour 5 PM - 6 PM 10 AM -11 PM 2 PM - 3 PM a a® a a a r MO MI IS ,I • • MO i ""' C am-_ ` _ - - -_ _ . -. — G ._ _ . -_ . --, -_a - ' = -:�� -+4-1 i . .. _ --I M SR 89 North Alder Creek Road YEAR: 2000 NORTHBOUND SOUTHBOUND TOTAL Thursday I Saturday Sunday Thursday (Saturday Sunday Thursday (1) Saturday Sunday Jul13 Jul15 Jul16 Jul13 Jul15 Jul16 Jul13 Jul15 Jul16 12:00 AM 6 29 30 12:00 AM 3 4 12 12:00 AM 9 33 42 01:00 AM 4 9 9 01:00 AM 2 8 4 01:00 AM 6 17 13 02:00 AM 3 4 6 02:00 AM 3 2 6 02:00 AM 6 6 12 03:00 AM 7 11 5 03:00 AM 0 1 3 03:00 AM 7 12 8 04:00 AM 1 10 2 04:00 AM 18 4 3 04:00 AM 19 14 5 05:00 AM 26 21 14 05:00 AM 38 21 7 05:00. AM 64 42 21 06:00 AM 41 37 23 06:00 AM 77 30 26 06:00 AM 118 67 49 07:00 AM 62 67 58 07:00 AM 82 43 28 07:00 AM 144 110 86 08:00 AM 48 128 74 08:00 AM 49 49 82 08:00 AM 97 177 156 09:00 AM 79 152 107 09:00 AM 75 81 144 09:00 AM 154 233 251 10:00 AM 112 108 152 10:00 AM 102 129 183 10:00 AM 214 237 335 11:00 AM 116 ate 106 11:00 AM 87 183 212 11:00 AM 203 Nlit117SC9 318 12:00 PM 94 191 .2i 12:00 PM 74 158 268 12:00 PM 168 349 430 01:00 PM 99 204 160 01:00 PM 92 1751 a 01:00 PM 191 379 arenki 02:00 PM 103 156 154 02:00 PM _ 93 , Z ..... . ® . 281 02:00 PM 196 366 435 03:00 PM 119 139 z °" 19: 03:00 PM Tina 153 SW 34 03:00 PM Itica - 292 Me E 41;111 04:00 PM 108 117 114 04:00 PM 111 169 257 04:00 PM 219 286 371 05:00 PM StriA. 46 99 77 05:00 PM 90 143 245 05:00 PM „`,m, 236 242 322 06:00 PM 113 101 53 06:00 PM 85 102 198 06:00 PM 198 203 251 07:00 PM 58 67 53 07:00 PM 58 108 126 07:00 PM 116 175 179 08:00 PM 57 44 28 08:00 PM 35 62 82 08:00 PM 92 106 110 09:00 PM 35 47 22 09:00 PM 35 65 56 09:00 PM 70 112 78 10:00 PM 34 34 27 10:00 PM 13 68 28 10:00 PM 47 102 55 11:00 PM 14 30 10 11:00 PM 5 21 13 11:00 PM 19 51 23 e t 3 2 e 3' ' ?, ,4' • • 22 218 Peak Hour 3 PM - 4 PM 11 AM -12 PM 1 PM - 2 PM t MULTI-USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARY Development Gray's Crossing Weekday • Time Frame PM Peak -Hour Code Code Residential • "'h.-, - Office 1 ITE LU Code ITE LU Code Exit to Size 1 2 %I 51 1 0 I 12 %I of Size Exit to External Total Internal External Total Internal External External ® Enter 269 21 248 Enter 0 0 0 Exit 185 14 171 • Exit 0 0 0 •- Total 454 35 419 • " Total 0 0 0 IIIIMEU % 100% 8% 100% 1 0 %I 0 1 1 0 I 10 %I 0j % N/A N/A N/A • E Minn Enter a A •I 23% 0 r 4 External Ex 1 1 %1 01 1 01 6%1" I 53 %1 981' 1 831 31%1" "1 2% 3 EEO ©" ® I 0 %I 00 I .. 0 J f �� 1 9 %I 141" 1 211 12 %1• 1 0% 0" 16 %I o$ I oI 1 %1' 1, 31% 0" I Code Retail Code - 1 7 1 3% 54 • Office ITE LU Code •• • ITE LU Code Exit to Size • 1 2 %1 3 1 1 0 I 123 %I 01 Size Exit to External Total Internal External Total Internal External External ® Enter 158 14 144 Enter 0 0 0 �-- Exit 174 21 153 a Exit 0 0 0 Total 332 35 297 Total 0 0 0. % 100% 11% 100% 1 3 %I 51 1 0 1 131 %1 6$ % N/A N/A N/A En I Enter to Enternol External Net External Tripe for Muttl -Use Development Land Use A Land Use S Lend Use C Land Use D Total Enter 248 0 144 0 392 Exit 171 0 153 0 324 Total 419 0 297 0 718 Internal Capture Single -use Tap Gen. Estimate 454 0 332 0 788 9% 1 Note'. • - Indicates Table 7.1 from ITE Trip Generation Handbook. October 1998 "- Indicates Table 7.2 from RE Trip Generation Handbook, October 1998 • F- F F= - F ��- - - - _ - c - — r IS r MI a w a■e 1 O. O. s S MI S. 5 S a i MULTI -USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARY Development Gray's Crossing Weekend Time Frame PM Peak -Hour Code Code Office — 11 Residential - 31 ITE LU Code ITE LU Code Exit to Size 1 2 %J 4 I I 0 ( r 2 %1 0 1 Size Exit to External Total Internal External Total Internal External External I 171 I Enter 209 22 187 Enter 0 0 0 ( 0 4 Exit 191 20 171 Exit 0 0 0 ' 4 --► Total 400 42 358 • •• Total 0 0 0 -Op.. 187 % 100% 11% 100% 1 0 %1 0 I 0 I (0 %J of % N/A N/A N/A I 0 Enter to ✓// Enter to External ' •I 23% 0 I A External 53 %l 1011' [ 65 J 31 %I•• 0 11 %J 01 I 0 J 6 %h ••1 2% 5 1 2% 4 20 ] [ 22 I [ 0% o • o • 0 0 • o r 2% 0 • 9 %1 201" [ 22 12 %1• [ 0 %' 0 '• R J 6 %J 0 0 J 1 %�• V 1 31 % 0 • \ V Code Retail Code 1 3% 58 • Office —7 11 ITE LU Code — ITE LU Code Exit to Size J 2 %l 5 I I 0 ( ( 23 %1 0 Size Exit to External Total Internal External • Total Internal External External 1 164 ( Enter 226 20 206 Enter 0 0 0 I 0 1 4 Exit 186 22 164 ■ . Exit 0 0 0 4 —► Total 412 42 370 - Total 0 0 0 I 206 1 % 100% 10% 100% 1 3 %1 6 1 ( 0 ( 1 31 %1 0 ( % N/A _ N/A N/A L of Enter to Enter to External External Net External Trips for Multi -Use Development • Land Use A Land Use B Land Use C Land Use D Total Enter 187 0 206 0 393 Exit 171 0 164 0 335 Total 358 0 370 0 728 internal Capture Single -use Trip Gen. Estimate 400 0 412 0 812 10% ( Note: • - Indicates Table 7.1 from ITE Trip Generation Handbook, October 1998 •• - Indicates Table 7.2 from ITE Trip Generation Handbook, October 1998 MULTI -USE DEVELOPMENT , TRIP GENERATION AND INTERNAL CAPTURE SUMMARY Development Gray's Crossing Weekend - Alternative Land Uses Time Frame PM Peak -Hour Code Code Residential ---31 Office ITE LU Code ITE LU Code Exit to Size I 2 %1 61 1 0 .1 1 2 %1 01 Size Exit to External Total Internal 'External Total Internal External External 1 259 1 Enter 299 22 277 Enter 0 0 0 11 01 - 4 Exit 279 20 259 I- Exit 0 0 0 4 i --.N. Total 578 42 536 • Total 0 0 0 I 277 1 % 100% 7% 100% 1 0 %1. 0 1 0 I ( 0 %1 0 1 % N/A N/A N/A 1 o Enter to Enter to External • '1 23% 0 • External 53 %1 148 I' 1 93 1 31 %1" 6% 0 i, 11 %1 01 I 0 1 I'? "1, 2 %_ 5 I 2% 6 1 20 1 22 1 0% 0" 0 .. 0 0 0 1 2% 0 ' 1 9 %1 20 I'• 1 221 12 %1" I 0% 0 "' 16 %1 0 I 1 0 1 1 %I • [31% 0 "" v Code 0 Code Retail , I 3% 58" Office 11 ITE LU Code " • ITE LU Code Exit to Size 1 2 %1 5 1 1 0 1 1 23 %1 0 1 Size Exit t0 External Total Internal External • Total ' Internal External External 1 164 1 _ Enter 226 20 208 Enter 0 0 0 h 0 1 • Exit 186 22 164 Exit 0 0 0 • Total 412 , 42 370 206 1 % 100% 10% 100% I 3%1 6 1 ( 0 1 1 31 %1 0 f Total N/A 0 N/A 0 N/A 0 1 -_ii... 0* Enter to Enter al External External Net External Trips for Multi -Use Development Land Use A Land Use B Land Use C Land Use D Total Enter 277 0 206 0 483 Exit 259 0 164 0 423 Total 536 0 370 0 906 Internal Capture Single -use Trip Gen. Estimate 578 0 412 0 990 8% 1 Note: * - Indicates Table 7.1 from ITE Trip Generation Handbook, October 1998 - Indicates Table 7.2 from ITE Trip Generation Handbook, October 1998 la a®® a a SS a a all an a 1111111 ! Ilia a i n a MI r — r MI s I•IR ,_ —. IS ' — as MI r S. arc s MULTI -USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARY Development Gray's Crossing Weekend Alternative Land Uses Time Frame PM Peak -Hour Code Code Residential 8I Office 11 ITE LU Code ITE LU Code Exit to Size 1 2 %I 6 1 1 0 1 12 %1 01 Size Exit to External Total Internal External , • Total Internal External External 1 2591 Enter 300 22 278 Enter 0 0 0 I 0I • Exit 279 20 259 • Exit 0 0 0 • _No. Total 579 42 537 • '• Total 0 0 , 0 I 278 % 100% 7% 100% 1 0 %1 01 1 - 0 I 1 0 %I 01 % N/A N/A N/A I 0 I Enter to Enter to External a •1 23% 0 fr ig" / • • External I 53 %1 148 I. 1 93131 %1•• N.41/4 0 1 %1 0 1 I 01 6 %1•* "I 2% 5 1 2% 6 1 20 I 1 22 1 1 0% 0• 0 o I o f 0 ( 2% 0 ' 1 9 %I 201 I 22112 %I' ( 0% I 0" R I6 %I 01 I 01 1 %1• V 1 31% 0 • \ • Code Code Retail ,. 21 1 3% 58 • Office 11 ITE LU Code •• • ITE LU Code Exit to Size 1 2 %1 5I 1 0 I I 23%1 0 1 Size Exit to External Total Internal External • Total Internal External External 1 164J Enter 226 20 206 Enter 0 0 0 L 0 • Exit 186 22 164 1. Exit 0 0 0 t — Total 412 42 370 Total 0 0 0 --%,„. 1 206 1 % 100% 10% 100% 1 3 %1 6 1 I 0 1 1 31 %J 0 1 % N/A N/A N/A 1 o I Enter to ** Enter to • External External Net External Trips for Multi - Use Development Land Use A Land Use B Land Use C Land Use D Total Enter 278 0 206 0 484 Exit 259 0 164 0 423 Total 537 0 370 0 907 Internal Capture Single -use Trip Gen. Estimate 579 0 412 0 991 - 8% 1 Note: • - Indicates Table 7.1 from ITE Trip Generation Handbook, October 1998 •• - Indicates Table 7.2 from ITE Trip Generation Handbook, October 1998 _ r Proposed Project Intersection LOS Calculations I 1 1 I I I 1 I I I I 1 I I r 2005 No Project and Plus Project Intersection LOS Summer Weekday PM Peak Hour 1 I 1 r 1 i r I M I I I 1 • 2005 PM Peak - Weekday Wed May. 14, 2003 15:51:58 Page 1-1 2005 PM Peak - Weekday Wed May 14, 2003 15:51:58 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) , (R1- 2005GraysCrossingNTD. tfx) Scenario Report Trip Generation Report Scenario: 2005 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2005 PM Peak - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry R Subzone Amount Units ' In Out In Out T Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base - Paths: Default Paths 1 Planning Are 163.00 Single Family 0.39 0.26 64 42 106 13.4 Routes: Default Routes Zone 1 Subtotal ,, 64 42 106 13.4 Configuration: Default Configuration • 2 Planning Are 134.00 Single Family 0.39 0.26 52 35 87 11.0 Zone 2 Subtotal 52 35 87 11.0 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.8 Zone 3 Subtotal 23 15 38 4.8 4 Planning Are 24.00 Single Family 0.39 0.26 9 6 15 1.9 Zone 4 Subtotal 9 6 15 1.9 5 Planning Are 18.00 Golf Course 0.61 0.77 11 14 25 3.2 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.4 zone 5 Subtotal 18 18 36 4.6 6 Planning Are 54.00 Single Family 0.39 0.26 21 14 35 4.4 Zone 6 Subtotal 21 14 35 4.4 7 Planning Are 34.00 Single 'Family 0.39 0.26 13 9 22 2.8 Zone 7 Subtotal 13 9 22 2.8 8 Planning Are 115.00 Apartment /Loft 0.42 0.20 48 23 71 9.0 • 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 6.4 zone 8 Subtotal 70 52 122 15.4 9 Planning Are 60.00 Multi- Family 0.29 0.18 17 11 28 3.5 Zone 9 Subtotal 17 11 28 3.5 10 Church 17.50 Church 0.32 0.27 6 5 11 1.4 zone 10 Subtotal 6 5 11 1.4 11 Planning Are 34.80 Specialty Reta 0.99 1.32 34 46 80 10.1 11 Planning Are 4.10 Office 0.22 1.10 1 5 6 0.8 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 24.0 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.1 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.8 Zone 11 Subtotal 137 154 291 36.8 TOTAL 430 361 791 100.0 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L560 , Denver, CO a Oa w a a as • a ale 111 ' a a s SS' a a MS - r S a r - -- c--- sea Se* One Ma+. OS >rM r `MS 1 4111 w� r= +r ei■a 'ir �.� 'QM; jai; iiiiii 2005 PM Peak - Weekday Wed May 14, 2003 15:51:58 Page 3 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:51:58 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD. tfx) Trip Distribution Report Turning Movement Report No Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone X1 SR 89 6 Rainbow Dr. Base 0 285 115 5 255 0 0 0 0 55 0 5 720 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 10 10 0 12 0 0 0 0 10 0 0 42 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 295 125 5 267 0 0 0 0 65 0 5 762 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 B2 SR 89 & Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 130 390 70 5 300 10 10 5 170 50 10 5 1155 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 ' 1.7 2.5 7.5 Added 56 3 . 169 16 3 3 2 14 38 142 18 15 479 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 186 393 239 21 303 13 12 19 208 192 28 20 1634 8 2.5. 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 413 Alder Dr. s Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 120 0 0 0 0 50 0 135 70 0 375 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 47 0 0 1 6 0 0 6 70 130: Total 0 0 120 47 0 0 1 56 0 135 76 70 505 To Gates 12 13 14 15 16 17 18 19 20 21 22 #4 Prosser Dam Rd. 6 Road 'A Zone Base 0 0 0 0 0 0 0 75 0 0 60 0 135 Added 93 0 15 0 0 0 0 109 90 16 82 0 405 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 93 0 15 0 0 0 0 184 90 16 142 0 540 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.D 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 #5 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 12 0 2 0 0 0 0 106 18 3 85 0 226 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 12 0 2 0 0 0 0 181 18 3 145 0 361 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 k6 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 35 2 6 0 1 7 11 67 30 4 46 0 209 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 35 2 6 0 1 7 11 142 30 4 106 0 344 To Gates k7 Prosser Dam Rd. 6 Road e 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 75. 0 0 60 0 135 Zone Added 0 0 0 0 0 7 10 63 0 0 44 0 124 Total 0 0 0 '0 0 7 10 138 0 0 104 0 259 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #8 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 20 0 0 5 10 160 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 6 0 0 0 0 35 51 3 9 0 3 0 107 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 6 0 0 5 0 90 116 23 9 0 8 10 267 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #10 SR 89 s Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 210 275 0 0 205 310 315 0 115 0 0 0 1430 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 141 92 3 138 41 84 36 0 98 23 3 659 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 '9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 210 402 106 12 334 351 399 36 115 107 23 17 2112 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 9 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 10 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) - (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) *...*******************..* ** * * * * * * * * * * * * * * * * * * * * * * * * * ** ** *****************************.*.***************** ** * * ** * * * * * * * * * **** ** * ** ** * ** ** Intersection 02 SR 89 6 Prosser Dam Rd. Intersection 02 SR 89 6 Prosser Dam Rd. • Average Delay * ** *• ( sec /vehl ....................................................44......... 55. *• *• * * * *••* * * * • • * *•• *• ..................44....... 7 Worst Case Level Of Service: Average Delay ( sac /veh) 1343. * * * * *• * * *•* * ****************** 1 ' 6 WorstCase Level Of Service: * * *. F •• *••• * Approach:NorthBound * * * ** South Bound * ** * * East Bound * **'* *• West * Bound * *• Approach: * * * ** * North * Bound * * *•* * South Bound ••East * * * * * ** * Bound West ••• Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R II II II I I II II II Control: Uncontrolled Uncontrolled Stop Sign Stop Sign control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 130 390 70 300 10 10 5 170 50 10 5 Base Vol: 130 390 70 5 300 10 10 5 170 50 X10 5 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 390 70 300 10 10 5 170 50 10 5 Initial Bse: 130 390 70 5 300 10 10 5 170 50 10 5 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 56 3 169 16 3 3 2 14 38 142 18 15 PHF Adj: 0.95 0.95 0.95 0.9 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 4 0 0 0 0 ',0 0 PHF Volume: 137 411 74 316 11 11 5 179 53 11 5 Initial Fut: 186 393 239 21 303 13 12 19 208 192 28 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 137 411 74 316 11 11 S 179 53 11 5 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II I PHF Volume: 196 414 252 22 319 14 13 20 219 202 29 21 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 1 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 196 414 252 22 319 14 13 20 219 202 29 21 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: 1 II II II 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 326 xxxx xxxxx 494 xxxx xxxxx 1061 1009 321 1145 1058 447 I II I I II I Potent Cap.: 1245 xxxx xxxxx 1089 xxxx xxxxx 204 217 724 178 227 615 Capacity Module: Move Cap.: 1245 xxxx xxxxx 1089 xxxx xxxxx 176 190 724 119 199 615 Cnflict Vol: 333 xxxx xxxxx 665 xxxx xxxxx 1326 1427 326 1421 1308 539 I II II II_ I Potent Cap.: 1238 xxxx xxxxx 934 xxxx xxxxx 134 136 720 115 161 546 Level Of Service Module: Move Cap.: 1238 xxxx xxxxx 934 xxxx xxxxx 91 110 720 59 129 546 Stopped Del: 7.9 xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I II II II 1 LOS by Move: A * * A * * * * * * * Level Of Service Module: 1 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 7.9 xxxx xxxxx 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 582 xxxxx xxxx 138-xxxxx LOS by Move: A • * A * * * * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.3 xxxxx xxxxx 55.7 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - PT Shared LOS: * * * * * * * B * * F * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 402 xxxxx xxxx 68 xxxxx ApproachDel: xxxxxx xxxxxx 14.3 55.7 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 27.8 xxxxx xxxxx 1344 xxxxx ApproachLOS: * * B F Shared LOS: • * * * * * • D • • F * ApproachDel: xxxxxx xxxxxx 27.8 1343.6 ApproachL05: * * D F 11 1 .$ - .05. Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, C r -- -• * =>s I - . . - ., . - - . -_. .; s , _'I. s iii r woe S . ( `i ( , _- Gi oi. S i ii iii - . a . t a i , i i • • • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 11 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 12 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 200SGraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) «************************************************ * ** * * ** *** * * * * * * ** * ** ** * ** **** ************************************************** * *** * * *** **** * * * * * * ** *** * * ** ** Intersection 83 Alder Dr. 6 Thayer Dr. Intersection 43 Alder Dr. 6 Thayer Dr, ********* ********««********************* * * * *** * * * * * ** * ** * ** * * * * **** * * ** ************************************************* * *** *** * * * * * ** * * * * * * ** * * * **** ** Average Delay (sec /veh): 9.0 Worst Case Level Of Service: A Average Delay (sec /veh): 16.0 Worst Case Level Of Service: C ********************** ********* ******************** **** ** ** * *** * ** * ** * ** *** * * * ** ************************************************* ** * *** ******* * ** * *** ** * * ** ***** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I 1 I 11 I I I I I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 1! 0 0 Lanes: 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 1! 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 120 0 0 50 135 70 0 Base Vol: 120 . 0 0 50 135 70 0 Growth Adj: 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.00 Growth Adj: 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.00 1.00 Initial Bse: 120 0 0 50 135 70 0 Initial Bse: 120 0 0 50 135 70 0 User Adj: 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.00 Added Vol: 0 47 1 6 0 6 70 PHF Adj: 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.9 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 126 0 0 53 142 74 0 Initial Fut: 120 47 1 56 135 76 70 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.00 1.00 Final Vol.: 126 0 0 53 142 74 0 PHF Adj: 0.9 0.9 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.95 0.95 0.95 I II II II 1 PHF volume: 126 49 1 59 142 80 74 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 Critical Gp:XXMXX xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 126 49 1 59 142 80 74 FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: I II II II I Critical Gp:XXXXX xxx 6.2 7.1 xxx xxxxx 4.1 xxxx xxxx 4.1 xxxx xxxxx Capacity Module: FollowupTim:xxxxx xxx 3.3 3.5 xxx xxxxx 2.2 xxxx xxxx 2.2 xxxx xxxxx Cnflict Vol: xxxx xxxx 53 xxxx xxxx xxxxx xxxx xxxx xxxxx 53 xxxx xxxxx 1 II II II I Potent Cap.: xxxx xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Cnflict Vol: xxxx xxxx 59 525 xxxx xxxxx 154 xxxx xxxxx 59 xxxx xxxxx I II II II I . Potent Cap.: xxxx xxxx 1012 466 xxxx xxxxx 1439 xxxx xxxxx 1558 xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx 1012 377 xxxx xxxxx 1439 xxxx xxxxx 1558 xxxx xxxxx Stopped Del:xxxxx xxxx 9.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.3 xxxx xxxxx I II II II I LOS by Move: * * A * * * * * A * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RI Stopped Del:xxxxx xxxx 9.1 16.0 xxxx xxxxx 7.5 xxxx xxxxx 7.3 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * A C A * A Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * A * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx ApproachLOs: A * * * Shared LOS: * * * * A * * * * * ApproachDel: 9..1 16.0 xxxxxx xxxxxx ApproachLOS: A C * * G , $.h Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LAIC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 17 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 18 -1 Gray's Crossing Gray's Crossing 1 without Mitigation Measures without Mitigation Measures I (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Alternative) 2000 HCM Unsignalized Method (Future * *• ** *•••••• * * *A • A** * «Ax AA * *r *A • Me (Bas * *:luxe Alter *: *vet * * ".. * * * * * * * ** ••••••• *••• * *x* • *A* • ** ** *a **z *d Meth* * utu** * **t t * * . *a *« t* *x* **** ******* Intersection #6 Prosser Dam Rd. 6 Road C Intersection 06 Prosser Dam Rd. 6 Road C Average * Delay * ( sec /veh) * * * * * * * 0.0 * * * * *** ** Worst * Case * Level * 0£ * Service: ****** * A Average * Delay * ( sec /veh) * * * ** * 10.8 * * * * * * * * t* " Worst * Case * Level * Of * Service: B * * * ^ ^ * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T R L - T- R L- T- R Movement: L - T- R L - T- R L - T - R L- IT - R II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 j0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 0 0 75 0 60 Base Vol: 0 0 0 0 0 75 0 1 60 Growth Adj: 1.0 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.0 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 1. 1.0 Initial Bse: 0 0 75 0 60 Initial Bse: 0 0 0 0 0 75 0 'I User Adj: 1.0 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.0 1.00 1.00 1.0 Added Vol: 35 2 • 1 7 11 67 30 '46 PHF Adj: 0.9 0.9 0.9 0.9 0.95 0.95 0.9 0.95 0.9 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0' I 0 PHF Volume: 0 0 79 0 63 Initial Fut: 35 2 1 7 11 142 30 106. Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 1. 1.0 Final Vol.: 0 0 79 0 63 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0. 0.9 I II II II I PHF Volume: 37 2 1 7 12 149 32 112 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 1 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 37 2 1 7 12 149 32 112 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 7.1 6.5 6. xxxx 6.5 6.2 4.1 xxxx :xxxx 4. xxxx xxxx Capacity Module: FollowUpTim: 3.5 4.0 3. xxxx 4.0 3.3 2.2 xxxx xxxxx 2. xxxx xxxx Cnflict Vol: xxxx xxxx :xxxx xxxx xxxx xxxxx xxxx xxxx :xxxx xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx :xxxx xxxx xxxx :xxxx xxxx xxxx :xxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 313 308 165 xxxx 324 112 112 xxxx xxxxx 181 xxxx xxxxx I II II II I Potent Cap.: 644 609 884 xxxx 597 947 1491 xxxx xxxxx 1406 xxxx xxxxx Level Of Service Module: Move Cap.: 633 603 884 xxxx 590 947 1491 xxxx xxxxx 1406 xxxx xxxxx • stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I 11 11 II 1 LOS by Move: * * * * * * * * * • * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RI LT - LTR - RT Stopped Del: 11.0 xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx 7.6 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * * A * * A I " * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * • * * * * 1 * • * * Shared Cap.: xxxx xxxx 792 xxxx xxxx 881 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 9.6 xxxxx xxxx 9.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * * Shared LOS: * * A * A * * * * ' • ApproachDel: 10.8 9.1 xxxxxx xxxxxx ApproachLOS: B A * 1.9 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (CI 2000 Dowling Assoc. 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(enTleuaealy ewnTon avnln3) Po4 3 paz0TeCOT600 H 0002 (anpeuaelly awn ion 0 066E0 5) Po433W Paz1 10400 WOE 0002 Modes UOT }elndmos ao-41 4 nz05 10 Tear' WO 16odaa uOTlelndwo0 aolnzeS 30 0 T9n97 ( )M;3'4110uT -Ta) salnseaW uoT1e6T3TW 100417* sexnseaw U013e513 »41 300437* 614660.60 6,4215 61186010 6 , 46 e1S T -00 abed OE:ZS:ST E002 '61 AeW PDX AepaeeM - Need ad SOOZ T -61 abed OE:ZS:SI E002 '6I AeW PaR AePNaaM - Need Wd 9002 a a6 .f S a so ,a) m> a is all S ..S S S S ,S S S. • • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 21 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 22-1 Gray's Crossing Gray's Crossing I without Mitigation Measures without Mitigation Measures (R1- 2005Gray5CrossingNTD. tfx) I (R1- 2005GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report . 2000 HCM Unsignalized Method Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) .*,,.. ** «* xx x * * * «* « *.x * * ** ***. ** ** * *. * * * *x* * . « *. *. .*.. * *x. *x* * « * « «. « * * * * ** * xxx * *x * * «* ..** x *** * *xxx .* **. x * ** * *x. * * * **« *** * *** * * **. * **:*x Intersection #8 Prosser Dam Rd. 6 East Alder Creek Rd. Intersection A8 Prosser Dam Rd. 6 East Alder Creek Rd. . * * * Average Delay ( sec / veh). 8.6 Worst Case Level Of Service: .. e ' • A Average Delay (sec/veh): Worst Case Level Of Service ,,. B ** ** * . * *** * ****. . * * * * * ** **x *R * *x * :. * *. ** *** . **. * * *« * ** . ******* * *x . * ***** * * ***« * *** * * ***x * *... `***** *. *x .}e ******** ** ; ** * ** * *x * ** * ** ***** * * «* Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - A L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L- T- R I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 I 11 I I I I 1 I II I I I I I Volume Module: Volume Module: Base Vol: 0 55 65 20 5 10 Base Vol: 55 65 20 5 10 Growth Adj: 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Initial Bse: 0 55 65 20 5 10 Initial Bse: 55 65 20 . 10 User Adj: 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Added Vol: 35 51 3 3 0 PHF Adj: 0.9 0.9 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.95 PasserByVol: 0 0 0 0 0 PHF Volume: 0 58 68 21 5 11 Initial Fut: 90 116 23 1 8 10 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Final Vol.: 0 58 68 21 5 11 PHF Adj: 0.9 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.95 I II 11 II I PHF Volume: 95 122 24 8 11 Critical Gap Module: Reduct Vol: 0 0 0 1 1 0 0 Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 95 122 24 8 11 FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Mod le: I II II II 1 Critical Gp: 7. xxx xxxx 7. xxxx 6.2 4.1 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: FollowUpTim: 3. xxx xxxx 3. xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx 168 xxxx 11 16 xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx 827 xxxx 1076 1615 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx B00 xxxx 1076 1615 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 334 xxxx xxxxx 287 xxxx 14 19 xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 623 xxxx xxxxx 669 xxxx 1072 1611 xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 535 xxxx xxxxx 631 xxxx 1072 1611 xxxx xxxxx xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx 9.5 xxxx xxxxx 7.3 xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: * * A * A * * * Level Of Service Module: 1 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - PT Stopped Del: 11.8 xxxx xxxxx 10.8 xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx 0 x,:xx xxxx 1076 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: H * * H * * A * • * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - PT LT - LTR - RI LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * A * * * * * • Shared Cap.: xxxx xxxx 0 xxxx xxxx 1072 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx 8.6 xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * A * * Shared LOS: * * * * * A * * * * * * ApproachDel: 11.8 8.8 xxxxxx xxxxxx ApproachLOS: B A * C,4 (& Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO I se a <®, a a a a. a a is = a a as a a a a , a a a. a MS a1 al a s Isar al' a JIM - a a S s S AS • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 23 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 24 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ********** ..... ********************************* * **** * * * ** * * * * * * * * * * * * * ** * * * ** ** ************************************************* ** * * * * ** **** ** * * * * * * * * * * * * * ** ** Intersection #10 SR 89 6 Donner Pass Rd. Intersection #10 SR 89 6 Donner Pass Rd. ************************************************* * * * ** ** * * * * * * * ** * * ** * ** * ** ***** ************************************************* * * * * ** * * * * * * * * * * * * * ***** **** *** Average Delay (sec /veh): 167.4 Worst Case Level Of Service: F Average Delay (sec /veh): 1638.7 Worst Case Level Of Service: F ******************** ***************************** ** * **e * * *** * ** * * *** * * * * ** * * * *** ************************************************** * * ** * * * * **** ** * * ****-** * * * * * *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 I I I I I I I I 1 I I I I I I 1 Volume Module: Volume Module: Base Vol: 210 275 205 310 315 115 0 Base vol: 210 275 0 205 310 315 0 115 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 275 205 310 315 115 0 Initial Bse: 210 275 0 205 310 315 0 115 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 0 141 92 138 41 84 36 0 98 23 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVOl: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 221 289 216 326 332 121 0 Initial Fut: 210 402 106 1 334 351 399 36 115 107 23 17 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 221 289 216 326 332 121 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II I PHF Volume: 221 423 112 1 352 369 420 38 121 113 24 18 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 221 423 112 1 352 369 420 38 121 113 24 18 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 542 xxxx xxxxx xxxx xxxx xxxxx 947 xxxx 216 xxxx xxxx xxxxx I II II II 1 Potent Cap.: 1037 xxxx xxxxx xxxx xxxx xxxxx 292 xxxx 829 xxxx xxxx xxxxx Capacity Module: Move Cap.: 1037 xxxx xxxxx xxxx xxxx xxxxx 244 xxxx 829 xxxx xxxx xxxxx Cnflict Vol: 721 xxxx xxxxx 535 xxxx xxxxx 1319 1354 352 1562 1667 479 I II II II I Potent Cap.: B90 xxxx xxxxx 1043 xxxx xxxxx 135 151 697 92 97 591 Level Of Service Module: Move Cap.: 890 xxxx xxxxx 1043 xxxx xxxxx 79 112 697 45 72 591 Stopped Del: 9.4 xxxx xxxxx xxxxx xxxx xxxxx 224.8 xxxx 10.1 xxxxx xxxx xxxxx I II II II I LOS by Move: A * • * * F * 9 * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - AT LT - LTR - RT Stopped Del: 10.4 xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B A * * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LTR - AT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 81 xxxx 311 xxxx 54 xxxxx ApproachDel: xxxxxx xxxxxx 167.4 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx 2198 xxxx 28.1 xxxxx 991 xxxxx ApproachLOS: * F * Shared LOS: * * * A * • F D F * ApproachDel: xxxxxx xxxxxx 1638.7 991.3 6 . ApproachLOS: * * F F • UalCb,l Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • . 2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 25 -1 2005 914 Peak - Weekday Wed May 14, 2003 15:52:30 Pa 26 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures • (R1- 2005GraysCrossingMTD.tfx) (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM OperationsMethod ( BaseVolume Alternative)2000 HCM OperationsMethod (Future Volume Alternative) +« r « , + 4r « x « « « 44 *4444444 Operations 444* * * 44444^ 444444 * 444444444« « « :..4444 « «. : « «44. 4444444444444 * *4 * * 4444444444444444 4x44 *Futu44 * x44444 * * *4 *4 444444* .* * **. ******** Intersection All SR 267 a I- 80 WB 0£f /On Ramp Intersection #11 I 444444444444* 444 * 44 * *44 * 4 . *. * 4r * * * * *4. * **. 44444* * * *. ************************* *44444444444* 444 * 44 * 444 * . * r 4* * 4r * 4444*** . 444444444444 * ************ 44** 44444444444444444 Cycle (sec): 60 Critical Vol. /Cap. (x): 0.737 Cycle (sec): 60 Critical Vol. /Cap. (R): 0.830 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 22.2 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 27.0 Optimal Cycle: 56 Level Of* «44 * Service: * * * *4* ** *C Optimal * * 4. OPTIMIZEDLevel Of Service:C . «4 r * «444 * * * 44*« * * * * * * * * * *: .: .4 * .r .4 4 4444**« . * **** 4444 * .* 4 ** .*.444444444 * * * * * * * *** * * ** *»... .. * 44« ************ .... 4 ***** * Approach: North Bound South Bound East Bound West Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L - T -' R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II , I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 I 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 I I I I I I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 515 220 210 115 220 265 Base Vol: 515 220 210 115 220 0 265 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1100 1.00 initial Bse: 515 220 210 115 220 265 Initial Sae: 515 220 210 115 220 0 265 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 199 - 94 142 0 'I 0 34 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 542 232 221 121 232 279 Initial Fut: 515 419 304 257 220 I 0 299 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1,00 1.00 Reduced Vol: 542 232 221 121 232 279 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0:95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 542 441 320 271 232 0 315 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 I 0 0 Final Vol.: 542 232 221 121 232 279 Reduced Vol: 542 441 320 271 232 I 0 315 I II II II I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1:00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 542 441 320 271 232 I 0 315 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 I II II II I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: I Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1:00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0:00 1.00 Vol /Sat: 0.30 0.12 0.00 0.00 0.12 0.07 0.00 0.00 0.00 0.16 0.00 0.17 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 I 0 1615 Crit Moves: * * me * I II ' II II I Green /Cycle: 0.41 0.57 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.23 0.00 0.23 Capacity Analysis Module: Volume /Cap: 0.74 0.22 0.00 0.00 0.74 0.47 0.00 0.00 0.00 0.68 0.00 0.74 Vol /Sat: 0.30 0.23 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.16 0.00 0.20 Delay /Veh: 19.0 6.6 0.0 0.0 33.3 24.4 0.0 0.0 0.0 26.2 0.0 28.7 Crit Moves: * * ** '*'* I * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.36 0.56 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.24 0.00 0.24 AdjDel /Veh: 19.0 6.6 0.0 0.0 33.3 24.4 0.0 0.0 0.0 26.2 0.0 28.7 Volume /Cap: 0.83 0.41 0.00 0.00 0.83 0.83 0.00 0.00 0.00 0.68 0:00 0.83 DesignQueue: 12 3 0 0 6 3 0 0 0 6 0 7 Delay /Veh: 26.2 7.7 0.0 0.0 36.9 38.6 0.0 0.0 0.0 26.1 0.0 36.0 4444* *4. «*r. «4444 * *** * * * *444444444meme444 * ** *x4«44444* * * **44 * * * * * * * * * * * *44 ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 AdjDel /Veh: 26.2 7.7 0.0 0.0 36.9 38.6 0.0 0.0 0.0 26.1 0.0 36.0 DesignQueue: 12 7 0 0 9 7 0 0 0 6 0 8 *** ** **444 * ** * ** *** 4444 * * *** *444-* *** *4444 * ** *4444 ***444* * * * ** *** * * * *44:** * * * * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • a a a a a s s• a 's MI al a s -a a s St ai a S Mt SS an a .l fl S s IIIM We a S- a OM s 1111. an '2005 PM Peak - Weekday Wed May 14, 2003 15:52:30 Page 27 -1 2005 PM Peak - Weekday Wed:May 14, 2003 15:52:30 Page 28 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GrayscrossingNTD. tfx) (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume 2000 HCMOperations Method (FutureVolume Alternative) «*.6666 + «. +x x x **« + . * * * *xx x « * **x** **..*x + * « * * *« x ******** **** * * + +.*x «..66x.6 *xxx+.xx xx 666x++ **. * + « * * * * *.. + * * * *** *x: *x. y *****. * ** * * * * ***«*-* +.*. » * *.x « « ++ Intersection #12 SR 267 6 I -80 ES Off /On Ramp Intersection 12 SR 267 0 * « ** * * * * ** *x* ** * ** * * * ***. . ** «* . xe ** *** x «. **** * * * * * « *. *« 8 **xxx 6 • * I- ES * * ** * *** * ** Ram* * ** *** ***** * * ** *** ****** «. .xxx*. x xxx.. * x..x« +*.+ x x «.. .* 6 +. *. Cycle (sec): 80 Critical Vol. /Cap. (X): 0.710 Cycle (sec): 80 Critical Vol. /Cap. (X): 0.891 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 21.3 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 35.1 Optimal Cycle x 57 Level O x Service: i timal . ** c ** le:OPT r + * *. * * * * * * * * ***x * . * *** * *** * *. . ** ** I* ** ** * * ***** **** ** ********* * Service . *** ** * * *x * **x * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 I I ) I I I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 650 125 305 125 85 35 Base Vol: 650 125 305 125 85 35 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 650 125 305. 125 85 35 Initial Bse: 650 125 305 125 85 35 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 82 0 28 67 117 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF volume: 684 132 321 132 89 Initial Fut: 732 125 333 192 202 35 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 684 132 321 132 89 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 771 132 351 202 213 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 684 132 321 132 89 Reduced Vol: 771 132 351 202 213 I II II II I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 771 132 351 202 213 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 I II II II I Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.36 0.08 0.18 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: ** ** * * ** * * ** I II II II I Green /Cycle: 0.00 0.51 0.51 0.25 0.76 0.00 0.09 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.71 0.16 0.71 0.09 0.00 0.71 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.41 0.08 0.19 0.11 0.00 0.16 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 17.7 10.7 32.5 2.6 0.0 52.5 0.0 0.0 0.0 0.0 0.0 Crit Moves: * * ** *. * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.46 0.46 0.22 0.67 0.00 0.18 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 17.7 10.7 32.5 2.6 0.0 52.5 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.89 0.18 0.89 0.16 0.00 0.89 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 17 3 11 1 0 4 0 0 0 0 0 Delay /Veh: 0,0 31.3 13.0 51.8 4.8 0.0 63.3 0.0 0.0 0.0 0.0 0.0 * * *. «********x+**.**66******..***** *x «* « « „* ** * * * *** * * * * * * * * * *** * *... «66x* **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 31.3 13.0 51.8 4.8 0.0 63.3 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 21 3 13 3 0 8 0 0 0 0 0 *******««***««*««*********** 6********«********** * * *.x. *6** *** ***** * ** * * ** * *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • • • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 29 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 30 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD. tfx) • Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 813 SR 267 s Brockway Intersection 613 SR 267 6 Brockway Cycle (sec): 85 Critical Vol. /Cap. (X): 0.842 Cycle (sec): 85 Critical Vol. /Cap. (X): 0.882 Loss Time (sec): 16 (Y +R = 4 sec) Average Delay (sec /veh): 35.4 Loss Time (sec): 16 (Y +R = 4 sec) Average Delay (sec /veh): 138.0 Optimal Cycle: 90 Level Of Service: D Optimal Cycle:OPTIMIZED Level Of Service: D ****u x********** ******************************** * ** * *** * * ** * ** *** ***x* ******* ** ************************************************* ** ****** ** ******** ** * *x* ******* Approach: North Bound South Bound East Bound ,West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- 1' - R I 1 1 I I I I 1 I II I I I I I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 10 0 Lanes: 1 0 0 1 0 1 0' 1 0 1 1 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 I II II II I I II II II I I Volume Module: Volume Module: Base Vol: 340 670 15 50 340 90 60 420 15 40 Base Vol: 340 670 15 50 340 90 60 420 15 1 , 0 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Initial Bse: 340 670 15 50 340 90 60 420 15 40 Initial Bse: 340 670 15 50 340 90 60 420 15 0 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Added Vol: 0 58 0 0 47 20 24 0 0 '0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 1 ,0 0 PHF Volume: 358 705 16 53 358 95 63 442 16 42 Initial Fut: 340 728 15 50 387 110 84 420 15 10 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Reduced Vol: 358 705 16 53 358 95 63 442 16 42 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PcE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 PHF Volume: 358 766 16 53 407 116 08 442 16 '0 42 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 10 0 Final Vol.: 358 705 16 53 358 95 63 442 16 42 Reduced Vol: 358 766 16 53 407, 116 88 442 16 I 0 42 I 11 II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 358 766 16 53 407 116 88 442 16 1 0 42 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.76 1.00 0.85 0.76 1.00 0.76 I II II II 1 I Lanes: 1.00 0.98 0.02 1.00 1.00 1.00 1.00 0.00 1.00 0.28 0.00 0.72 Saturation Flow Module: Final Sat.: 1805 1852 42 1805 1900 1615 1444 0 1615 401 0 1052 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.73 1.00 0.85 0.73 1.00 0.73 Capacity Analysis Module: Lanes: 1.00 0.98 0.02 1.00 1.00 1.00 1.00 0.00 1.00 0.28 0.00 0.72 vol /Sat: 0.20 0.38 0.38 0.03 0.19 0.06 0.04 0.00 0.27 0.04 0.00 0.04 Final Sat.: 1805 1856 39 1805 1900 1615 1393 0 1615 384 10 1008 Crit Moves: ** •* 1 II II II I Green /Cycle: 0.25 0.45 0.45 0.03 0.24 0.24 0.32 0.00 0.32 0.32 0.00 0.32 Capacity Analysis Module: Volume /Cap: 0.79 0.84 0.84 0.84 0.79 0.25 0.13 0.00 0.84 0.12 0.00 0.12 Vol /Sat: 0.20 0.41 0.41 0.03 0.21 0.07 0.06 0.00 0.27 0.09 0.00 0.04 Delay /Veh: 39.3 28.2 28.2 102.0 39.9 26.6 20.4 0.0 38.4 20.3 0.0 20.3 Crit Moves: * **** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.24 0. 0.47 0.03 0.26 0.26 0.31 0.00 0.31 0.31 0.00 0.31 AdjDel /Veh: 39.3 28.2 28.2 102.0 39.9 26.6 20.4 0.0 38.4 20.3 0.0 20.3 Volume /Cap: 0.82 0.88 0.88 0.88 0.82 0.28 0.20 0.00 0.88 0.13 0.00 0.13 DesignQueue: 13 20 0 2 14 3 2 0 15 1 0 1 Delay /Veh: 42.5 30.8 30.8 116.0 40.3 25.4 21.8 0.0 44.4 21.2 0.0 21.2 ***********•**x**•******•**x********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 AdjDel /Veh: 42.5 30.8 30.8 116.0 40.3 25.4 21.8 0.0 44.4 21.2 0'.0 21.2 DesignQueue: 14 22 0 2 15 4 3 0 15 1 0 1 ***************x*********************************** * **** *** * * ** * * * * ****: * * * * **** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSLC , Denver, CO Ma 4101 a MO at s at MB s AS a S all as a NIS a a IN IS - MI S a ,S a a. a la UPI a °w ' aS all Es a- s • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 31 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 32 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ***************.********************************** * * * * * * * ** *** * ** ** * * * *** * * * * *** **********************************« u*****,.***** ** * * * ***** * * * * * * * * ** ** * * * * * * *** Intersection 414 SR 267 6 Schaffer Mill Rd. Intersection 414 SR 267 6 Schaffer Mill Rd. ************************************************* **** **** * * * * ***** * * * * *** ** * **** ************************************************* * ** * * ***** * * ** * * * ** * * * * **** * * ** Cycle (sec): 55 Critical Vol. /Cap. (X): 0.709 Cycle (sec): 55 Critical Vol. /Cap. (X): 0.754 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 16.2 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 17.5 Optimal Cycle: 51 Level Of Service: B Optimal Cycle:OPTIMIZED Level Of Service: B ********** ***..** * *** ******r *** **** * * * ** ********** x*..r ** * ** *** ************ * *** ******** *** ****** ** * *** ***** ***** ****** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I I I I I I I I I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. GIeen: 0 0 0 0 0 0 0 0 0 0 0 0 Min. GIeen: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 I I I I I 1 1 I I I I I I I I I Volume Module: Volume Module: Base Vol: 40 670 55 80 640 50 145 70 60 210 Base Vol: 40 670 55 80 640 50 145 70 60 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1:00 Initial Rae: 40 670 55 80 640 50 145 70 60 210 Initial Bse: 40 670 55 80 640 50 145 70 60 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Added Vol: 0 42 0 8 34 5 6 0 0 10 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 42 705 58 84 674 53 153 74 63 221 Initial Fut: 40 712 55 88 674 55 151 70 60 220 Reduct vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduced Vol: 42 705 58 84 674 53 153 74 63 221 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PcE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 PHF Volume: 42 749 58 93 709 58 159 74 63 232 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 42 705 58 84 674 53 153 74 63 221 Reduced Vol: 42 749 58 93 709 58 159 74 63 232 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 42 749 58 93 709 58 159 74 63 232 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.67 0.67 0.85 0.65 0.65 0.85 I II I II I Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.03 1.00 0.93 0.07 1.00 • Saturation Flow Module: Final Sat.: 1805 1900 1615 1805 1900 1615 1238 40 1615 1137 90 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.67 0.67 0.85 0.64 0.64 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.03 1.00 0.93 0.07 1.00 Vol /Sat: 0.02 0.37 0.04 0.05 0.35 0.03 0.12 0.12 0.05 0.06 0.06 0.14 Final Sat.: 1805 1900 1615 1805 1900 1615 1240 39 1615 1125 89 1615 Grit Moves: ** * * I II II II I Green /Cycle: 0.04 0.52 0.52 0'07 0.55 0.55 0.19 0.19 0.19 0.19 0.19 0.19 Capacity Analysis Module: Volume /Cap: 0.64 0.71 0.07 0.71 0.64 0.06 0.64 0.64 0.24 0.29 0.29 0.71 Vol /Sat: 0.02 0.39 0.04 0.05 0.37 0.04 0.13 0.13 0.05 0.06 0.06 0.14 Delay /Veh: 45.8 12.3 6.5 43.2 9.9 5.7 26.0 26.0 19.2 19.6 19.6 28.1 Crit Moves: * ** ' User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.03 0.52 0.52 0.07 0.56 0.56 0.19 0.19 0.19 0.19 0.19 0.19 AdjDel /Veh: 45.8 12.3 6.5 43.2 9.9 5.7 26.0 26.0 19.2 19.6 19.6 28.1 Volume /Cap: 0.67 0.75 0.07 0.75 0.67 0.06 0.67 0.67 0.24 0.29 0.29 0.75 DesignQueue: 1 11 1 2 10 1 4 0 2 2 0 6 Delay.Veh: 50.9 13.6 6.5 48.0 10.3 5.6 27.9 27.9 19.3 19.8 19.8 31.1 ************************************************* *** * * * * * * * ** * * ** ** * * * * * * * * * * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 50.9 13.6 6.5 48.0 10.3 5.6 27.9 27.9 19.3 19.8 19.8 31.1 DesignQueue: 1 12 1 3 11 1 4 0 2 2 0 6 ************************************************* ** * **** * ** ** ****** * * * * * * * * * * *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, Co Traffix 7.5.1015 (CI 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 33 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 34 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD. t£ x) Level Of Service Computation Report Level Of Service Computation Report 2000 NCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) **********************************"**""********** * * * * * * * ** * * * * * * * * * * * * * ** * * * * * ** ************************************************* * * * * * * * * ** *** * * * * * * * * ** * * * * * * ** Intersection #15 SR 267 6 Northstar Dr. Intersection 915 SR 267 6 Northstar Dr. Average * Delay " (sec /veh): * ** *117.3* * * * * * * * ** Worst * Case * Level * Of * Service: * * * * * * *F Average *Delay *(sec /veh): * ** 164.8 * * * * * * * * ** * Worst * Case * Level * Of F * Service: * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West W3ound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II I II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop ( Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: I Base Vol: 85 595 525 240 170 115 Base Vol: 85 595 525 240 170 115 10 Growth Adj: 1.00 1,00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Initial Bse: 85 595 525 240 170 115 Initial Else: 85 595 525 240 170 115 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 31 26 8 10 0 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByvol: 0 0 0 0 0 0 1 PHF Volume: 89 626 553 253 179 121 Initial Fut: 85 626 551 248 180 115 1 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Final Vol.: 89 626 553 253 179 121 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 I II II II I PHF Volume: 89 659 580 261 189 121 I0 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 10 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 89 659 580 261 189 121 10 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxx 6.2 xxxxx xxxx xxxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxx 3.3 xxxxx xxxx xxxxx Cnflict Vol: 805 xxxx xxxxx xxxx xxxx xxxxx 1358 xxxx 553 xxxx xxxx xxxxx I II II II I Potent Cap.: 828 xxxx xxxxx xxxx xxxx xxxxx 166 xxxx 537 xxxx xxxx xxxxx Capacity Module: Move Cap.: 828 xxxx xxxxx xxxx xxxx xxxxx 152 xxxx 537 xxxx xxxx xxxxx Cnflict Vol: 841 xxxx xxxxx xxxx xxxx xxxxx 1418 xxxx 580 xxxx xxxx xxxxx I II -- II II I Potent Cap.: 803 xxxx xxxxx xxxx xxxx xxxxx 152 xxxx 518 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 803 xxxx xxxxx xxxx xxxx xxxxx 139 xxxx 518 xxxx xxxx xxxxx Stopped Del: 9.9 xxxx xxxxx xxxxx xxxx xxxxx 187.4 xxxx 13.6 xxxxx xxxx xxxxx I II II II I LOS by Move: A * * * * • * F * e * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 10.0 xxxx xxxxx xxxxx xxxx xxxxx 261.1 xxxx 14.1 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 LOS by Move: B * * * * * F B * *. * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * " " * " * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 ApproachDel: xxxxxx xxxxxx 117.3 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * " F * Shared LOS: * * * * * " * * * " *, ApproachDel: xxxxxx xxxxxx 164.8 xxxxxx ApproachLos: * F Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO la flill. lilt MMI Mil( i s 1114 II NI lin DS a OS a INF ell IS 1 tin 0111 MI a are• a a a 11111 a r s a a a a- a a a OM a • 2005.PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 35 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 36 -1 Gray's Crossing Gray's Crossing without Mitigation Measures _ without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) **.*.******.**********.**.************************ .* **** ***.**** * * *. *** ** **** * ** *****************.**** e************************** **** * ***.. * * * **** ***** * ** ****** Intersection #16 Donner Pass Rd. & Pioneer Trails Intersection #16 Donner Pass Rd. c Pioneer Trails *************...********************************* **.. *************** ** *. ******* .0 u***.*..*****.**.***.«....****************** ********* **.** * ** ******* ******** Average Delay (sec /veh): 22.6 Worst Case Level Of Service: C Average Delay (sec /veh): 41.6 Worst Case Level Of Service: E ****** ......... *********************.***********.* * * * ** ** * ** * *** * * * *** ***** *** ** ************************************************* * *** ** ****** ***** *** ** * * ******* Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L - T- R L- T- R L- T- R Movement: L - T- R L- T- R L - T- R L- T- R I II II II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I 1 I I I I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 195 280 190 100 175 340 0 0 Base Vol: 195 280 190 100 175 340 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 195 280 190 100 175 340 0 0 Initial Bse: 195 280 190 100 175 340 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 Added Vol: 0 103 51 13 16 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.9 PasserByvol: 0 0 0 0 0 0 PHF Volume: 205 295 200 105 184 358 0 0 Initial rut: 195 383 241 113 191 340 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final vol.: 205 295 200 105 184 358 0 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 I II II II I PHF Volume: 205 403 254 119 201 358 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 205 403 254 119 201 358 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxx xxxx xxxx xxxxx 6.4 xxxx 6.2 xxxx xxx xxxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxx xxxx xxxx xxxxx 3.5 xxxx 3.3 xxxx xxx xxxxx Cnflict Vol: 305 xxxx xxxxx xxxx xxxx xxxxx 905 xxxx 200 xxxx xxxx xxxxx I II II II I Potent Cap.: 1267 xxxx xxxxx xxxx xxxx xxxxx 309 xxxx 846 xxxx xxxx xxxxx Capacity Module: Move Cap.: 1267 xxxx xxxxx xxxx xxxx xxxxx 271 xxxx 846 xxxx xxxx xxxxx Cnflict Vol: 373 xxxx xxxxx xxxx xxxx xxxxx 1067 xxxx 254 xxxx xxxx xxxxx I II II II I Potent Cap.: 1197 xxxx xxxxx xxxx xxxx xxxxx 248 xxxx 790 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 1197 xxxx xxxxx xxxx xxxx xxxxx 215 xxxx 790 xxxx xxxx xxxxx Stopped Del: 8.4 xxxx xxxxx xxxxx xxxx xxxxx 42.5 xxxx 12.3 xxxxx xxxx xxxxx I II II II I LOS by Move: A * * * * * E * 9 * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx 92.1 xxxx 13.3 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: A * * * * • F * B * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - AT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * ' * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 22.6 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * C * Shared LOS: * * * * * * • * * * * * . ApproachDel: xxxxxx xxxxxx 41.6 xxxxxx ApproachLOS: * * E * Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 37 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Pa 38 -1 Y Y Y Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) I Intersection #17 Donner Pass Rd. 6 1 -80 WB On Ramp Intersection #17 Donner Pass Rd. 6 I -80 WO On Ramp Average Delay (sec /veh): 9.4 Worst Case Level Of Service: A Average Delay (sec /veh): 9.7 Worst Case Level Of Service: A ************************************************* ** * ** * ****** *** ********** ** ** ** ************************************************** * * ** * * **** * *** * * * * **i,****** *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Sto Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 '10 00 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 195 475 325 205 Base Vol: 195 475 325 205 I 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1;00 1.0 Initial Bse: 195 475 325 205 Initial Bse: 195 475 325 205 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Added Vol: 0 103 45 6 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 205 500 342 216 Initial Fut: 195 578 370 211 0 Reduct Vol: 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1!00 1.0 Final Vol.: 205 500 342 216 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0 :95 0.9 I II II II I PHF Volume: 205 608 389 222 ' 0 Critical Gap Module: Reduct Vol: 0 0 0 0 : 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 205 608 389 222 : 0 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx xxxx xxxx xxxxx xxxxx xxx xxxxx xxxxx xxxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxx xxxxx xxxxx xxxx xxxx Cnflict Vol: 558 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II )) II I Potent Cap.: 1023 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 1023 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 612 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I I II II I Potent Cap.: 977 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 977 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I )) F) II I LOS by Move: A * * * * * * * * * * Level Of Service Module: I Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 9.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: A * * * * * * * :* Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RI LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * * Shared LOS: * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * 1,5 I,Ll Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO NM Ilia Int MIN . 'is a 1110 a IS a a a ate' IS IS a a a ' 11111 SIB IS PIIII 111111 SD ell imii slim mill Willr • 01111 • a • IIIIII Ills ICI • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 39-1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 40 -1 Gray's Crossing Gray's Crossing without Mitigation Measures - without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ' ...* * +« «+*++++«******».**********+*********** * *....... * * * ** * * * + * * * *** * * * * * ** *****************.******.****** * * * *e + * * * * * *** * * * **** * * * *** * * +* ** * * * * * ** *+.* *** Intersection * 418 * Donner * Pass Rd. 6 I-80 * EB + Off * Ramp * + * ** ** * * ** . + + * * *. + * * * ** Intersection 818 * Donner Pass Rd. * 6 * I-80 * EB * Off + Ramp * * * * * * +.* * * * * *....* Average * Delay * * (sea /veh) * * * * * * 15 6 * * +.* * Worst Case Level * Of * Service: * * * *+ .0 Average *A Delay +( sec /veh): * * * ** 18.4 * * * *.. * : ** + Worst ^ Case Level Of * Service: * * * * * *.0 Approach: North South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R I. - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 585 325 85 250 0 I Base Vol: 585 325 85 250 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 585 325 85 250 0 Initial Bse: 585 325 85 250 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.0 1.0 Added Vol: 96 45 7 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.95 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 616 342 89 263 0 Initial Fut: 681 370 92 250 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 616 342 89 263 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 I II II II I PHF Volume: 717 389 97 263 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 717 389 97 263 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Mod le, I I I - - - - - - - II II I - Critical Gp:xxxxx xxxx xxxx xxxxx xxxx xxxx 6.4 xxxx 6.2 xxxxx xxxx xxxx Capacity Module: FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 958 xxxx 342 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 288 xxxx 705 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 288 xxxx 705 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1106 xxxx 389 xxxx xxxx xxxxx I I I II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 235 xxxx 663 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 235 xxxx 663 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 23.0 xxxx 13.1 xxxxx xxxx xxxxx I II II II I LOS by Move: * • * * C • B * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 30.7 xxxx 14.0 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * * * * 0 • B * * . Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 15.6 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * C * Shared LOS: * * * * • * * * + * ApproachDel: xxxxxx xxxxxx 18.4 xxxxxx 1 .-\ ^ ApproachLOS: * * C * • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 41 -1 2005 PM Peak - Weekday Wed May 2003 15:52:31 Page 42 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD.tfx) 1 Level Of Service Computation Report Level Of Service Computation Report 2000 UnsignalizedMethod (Base Volume HCMUnsignalizedMethod (Future Volume .xxxx*. .. ♦, « xxxx*♦ * * ** * * *. * * u *** * *« . * *xxxx* : « * *** * ** * * * *** * ** **** x * * *. : *xx....* *+ + x .. »*.* *xxxx* ** * ** ** **** *** x * * ** ** *xxxx *. ** ** ** ♦ * * ** * * *. * ** ** ** « ** Intersection 819 Donner Pass Rd. 6 Glenshire Rd. Intersection 819 Donner Rd. 6 Glenshire Rd. *xxxx** ** * *x x * ** ********* * *x « *** * * * * * * x x x x * * x x x x * * * xxxx** *** **** * * ***** xxxx*** * * **x********* ** *+ * * ***** * ***** * ** * * * **** * **« * ** ****♦ *** x*.*** * * ♦♦ * :* * **** * *xxxx Average 101,9 Worst Case Level F Average Delay Worst Case Level * F xxxx* * * «*** * ****** * «*x x* * xxxx *** ** xxxx« * * xxxx* xxxx **x*** * ** * xxxx**** x ** *** ** xxxx• * * xxxx ********** . * * * «xxxx ******* ♦ *** xxxx* * **** * ***x* * ** * xxxx* ** : * *x ** ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West,Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L- T- R I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 I II II II I 1 II II II I Volume Module: Volume Module: Base Vol: 230 200 320 365 150 430 Base Vol: 230 200 320 365 150 430 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1,00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 . Initial Bse: 230 200 320 365 150 430 Initial Bse: 230 200 320 365 150 430 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 25 72 0 26 19 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PassereyVol: 0 0 0 0 0 '0 PHF Volume: 242 211 337 384 158 453 Initial Fut: 230 225 392 365 176 449 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 242 211 337 384 158 453 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 I II II II I PHF volume: 242 237 413 384 185 473 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 242 237 413 384 185 473 . FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: 1 I II II II I Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: 1105 xxxx 337 xxxx xxxx xxxxx xxxx xxxx xxxxx 721 xxxx xxxxx I II II II I Potent Cap.: 235 xxxx 710 xxxx xxxx xxxxx xxxx xxxx xxxxx 890 xxxx xxxxx Capacity Module: Move Cap.: 200 xxxx 710 xxxx xxxx xxxxx xxxx xxxx xxxxx 890 xxxx xxxxx Cnflict Vol: 1256 xxxx 413 xxxx xxxx xxxxx xxxx xxxx xxxxx 797 xxxx xxxxx I II II II I Potent Cap.: 191 xxxx 644 xxxx xxxx xxxxx xxxx xxxx xxxxx 834 xxxx xxxxx Level Of Service Module: Move Cap.: 155 xxxx 644 xxxx xxxx xxxxx xxxx xxxx xxxxx 834 xxxx xxxxx Stopped De1:180.0 xxxx 12.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9,0 xxxx xxxxx I II II II I LOS by Move: F * B * * * * • * A * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped De1:336.5 xxxx 13.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.3 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: F * B * * • * * * A * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.9 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * A * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 101.9 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.5 xxxx xxxxx ApproachLOS: F * * * Shared LOS: * * * * * * * * * B * * ApproachDel: 176.9 xxxxxx xxxxxx xxxxxx ApproachLOS: F 2;6 ? \ '11,0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS60 , Denver, CO 1 1 me • NIP a a a a va me am a s s• ma me uss 0 ss a a- Is S a c a r s- a s- a 1• a a s 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 43 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 44 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************************* * * * * * * ** * * * *** ** * * * * ** ** * ** * * ** ************************************************* * * * *** * * *** * * * * * * * * * * * * * * * ** *** Intersection 020 Donner Pass Rd. 6 Bridge St. .Intersection #20 Donner Pass Rd. 6 Bridge St. ********************************** * * * * * * * * * * * * ** * *** ****** * ** ** ** ************************************************* * ** ** * * * * * * * * * * * * * * * * * * * * * * * * ** Average Delay (sec /veh): 342.2 Worst Case Level Of Service: F Average Delay (seclveh): 354.7 Worst Case Level Of Service: F ************************************************* * *** * * * * * * * * * *** * * ** ** * ** * * * * ** ************************************************* * ** * * *** * * * * * * * * ** * * * * * * * * * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T - R L- T- R I II II II I 1 II II II 1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 I II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 140 215 250 10 75 30 45 405 135 215 270 10. Base vol: 140 215 250 10 75 30 45 405 135 215 270 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 140 215 250 10 75 30 45 405 135 215 270 10 Initial Bse: 140 215 250 10 75 30 45 405 135 215 270 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 21 0 0 0 0 51 6 11 9 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 147 226 263 11 79 32 47 426 142 226 284 11 Initial Fut: 140 215 271 10 75 30 45 456 141 226 279 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 147 226 263 11 79 32 47 426 142 226 284 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II I PHF Volume: 147 226 285 11 79 32 47 480 148 238 294 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 147 226 285 11 79 32 47 480 148 238 294 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict vol: 111 xxxx xxxxx 489 xxxx xxxxx 916 900 95 1053 784 358 1 II II II I Potent Cap.: 1492 xxxx xxxxx 1084 xxxx xxxxx 255 280 968 206 327 691 Capacity Module: Move Cap.: 1492 xxxx xxxxx 1084 xxxx xxxxx 20 248 968 0 289 691 Cnflict Vol: 111 xxxx xxxxx 512 xxxx xxxxx 932 922 95 1094 795 369 I II II II I Potent Cap.: 1492 xxxx xxxxx 1064 xxxx xxxxx 249 272 968 193 322 681 Level Of Service Module: Move Cap.: 1492 xxxx xxxxx 1064 xxxx xxxxx 0 240 968 0 285 681 Stopped Del: 7.4 xxxx xxxxx 8.3 xxxx xxxxx 1041 375 9.4 0.0 xxxx xxxxx 1 II II II 1 LOS by Move: A * * A • * F F A * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 7.4 xxxx xxxxx 8.4 xxxx xxxxx 0.0 496 9.4 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 295 LOS by Move: A * A • * • F A * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 90.7 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 291 ApproachDel: xxxxxx xxxxxx 342.2 51.3 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 104.8 ApproachLOS: * * F F Shared LOS: * * * * • * * * * * F ApproachDel: xxxxxx xxxxxx 354.7 58.8 ApproachLOS: * * F F lat. 135.5 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • • 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 45 -1 2005 PM Peak - Weekday Wed May 14, 2003 15:52:31 Page 46 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures I (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 Unsignalized Method (Base Volume Alternative) 2000 Unsignalized Method (Future Volume Alternative) ' 44444444464. 444444444.46 * *** ** * * * * ** *** *. ** * 44444444444646•444444444444444444.444 « * * * * ** * * * ** * ** * * *. * * * *. * * *** ** * ** * **. * * * * *** * * * ** *. * * * * * * * * * * ** *« * * ** * * * * * ** Intersection 421 Bridge St. * 6 West River St. Intersection 421 Bridge St. 6 West River St. 444444444,4444444444 . . * * . * * * *. * * ** ** * *** * « * * * * * * * * *** « * * .* * «* ** * ** * * *. « * * ** **** * « * ** * ** * * * * ** ** * * **. * -* *** * * ** * . * * ** ** ** ** * * * * ** * * ** ** * * * * ** * * *. ** * * * ** Average Delay ( sec /veh): 39.0 Worst Case Level Of Service: E Average Delay 47.3 Worst Case Level Of Service: E * * * * * ** * * ** **+ * * * * * * * * * * * * * *« * * * * * * * * ** * *. ** « * * ** * . *** * *« * * * * * *** ** **** * * * *** ***x *** * **** ***** ** « ** * * * ** ** ** * * * * ** * * * * *** * * *. * * * * * * * * : * * * * * * * * *** *« * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- 7 - R I II II II 1 I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1. 0 0 1 0 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 10 0 1 I II 11 II I I II 11 11 1 Volume Module: Volume Module: Base Vol: 60 445 10 30 260 135 140 170 10 5 20 Base Vol: 60 445 10 30 260 135 140 170 10 5 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1!00 1.00 Initial Bse: 60 445 10 30 260 135 140 170 10 5 20 Initial Bse: 60 445 10 30 260 135 140 170 10 5 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1,00 1.00 Added Vol: 0 15 0 0 11 5 6 0 0 I 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 ' 0 0 PUB Volume: 63 468 11 32 274 142 147 179 11 5 21 Initial Fut: 60 460 10 30 271 140 146 170 10 15 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Final Vol.: 63 46B 11 32 274 142 147 179 11 5 21 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0:95 0.95 I II II II I PHF Volume: 63 484 11 32 285 147 154 179 11 5 21 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 1 0 0 critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 63 484 11 32 285 147 154 179 11 15 21 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I 11 II 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6. 6,2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4. 3.3 3.5 4.0 3.3 Cnflict Vol: 416 xxxx xxxxx 479 xxxx xxxxx 1021 1013 345 1100 1079 474 I II II II I Potent Cap.: 1154 xxxx xxxxx 1094 xxxx xxxxx 217 241 703 191 220 595 Capacity Module: • Move Cap.: 1154 xxxx xxxxx 1094 xxxx xxxxx 192 221 703 131 202 595 Cnflict Vol: 433 xxxx xxxxx 495 xxxx xxxxx 1051 1043 359 1130 I 489 I II II II I Potent Cap.: 1138 xxxx xxxxx 1079 xxxx xxxxx 207 231 690 183 211 583 Level Of Service Module: Move Cap.: 1138 xxxx xxxxx 1079 xxxx xxxxx 183 212 690 124 193 583 Stopped Del: 8.3 xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx 11.3 1 I II II I LOS by Move: A • * A * * * * B * * B Level Of Service Module: ' Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.4 xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx 12.0 xxxxx xxxx 11.4 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 193 xxxx xxxxx 149 xxxx xxxxx LOS by Move: A * * A * * * * B * 1* B Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 70.9 xxxx xxxxx 32.1 xxxx xxxxx Movement: LT - LTA - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * F . D * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 183 xxxx xxxxx 141 xxxx xxxxx ApproachDel: xxxxxx xxxxxx 39.0 20.2 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 87.0 xxxx xxxxx 33.7 xxxx xxxxx ApproachLOS: * * E C Shared LOS: * * * * * F * * D I* ApproachDel: xxxxxx xxxxxx 47.3 21.0 ApproachLOS: * * E C k (1° 12,9 • n Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C Denver, CO Tra ffix 7.5.1015 (C) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Il l tea 1101111101111111•111111111111111111111111111,MMISIMMINIIMMIIIIIINI a a a M- a- a s a a a a MN M Mil r • Daily Traffic - Weekday Wed May 14, 2003 15:54:56 Page 1 -1 Daily Traffic - Weekday Wed May 14, 2003 15:54:56 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD.tfx) Scenario Report Trip Generation Report Scenario: Daily Traffic - Weekday Forecast for Daily - Weekday • Command: Default Command Volume: Daily Traffic - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry # Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: Daily Traffic - Weekday Trip Distribution: Base - • Paths: Default Paths 1 Planning Are 163.00 single Family 3.25 3.24 530 528 1058 11.9 Routes: Default Routes Zone 1 Subtotal 530 528 1058 11.9 Configuration: Default Configuration 2 Planning Are 134.00 Single Family 3.25 3.24 436 434 870 9.8 Zone 2 Subtotal 436 434 870 9.8 3 Planning Are 58.00 Single Famile 3.25 3.24 189 188 377 4.2 Zone 3 Subtotal 189 188 377 4.2 4 Planning Are 24.00 Single Family 3.25 3.24 78 78 156 1.7 Zone 4 Subtotal 78 78 156 1.7 5 Planning Are 18.00 Golf Course 8.94 8.93 161 161 322 3.6 5 Planning Are 5.00 Fitness Center 10.65 10.65 53 53 106 1.2 Zone 5 Subtotal 214 214 428 4.6' 6 Planning Are 54.00 Single Family 3.25 3.24 176 175 351 3.9 Zone 6 Subtotal 176 175 351 3.9 7 Planning Are 34.00 single Family 3.25 3.24 111 110 221 2.5 Zone 7 Subtotal 111 110 221 2.5 8 Planning Are 115.00 Apartment /Loft 3.32 3.31 382 381 763 8.6 8 Planning Are 120.00 Lodge 1.73 1.72 208 206 414 4.6 Zone 8 Subtotal 590 587 1177 13.2 9 Planning Are 60.00 Multi - Family 2.62 2.62 157 157 314 3.5 Zone 9 Subtotal 157 157 314 3.5 10 Church 17.50 Church 4.06 4.05 71 71 142 1.6 Zone 10 Subtotal 71 71 142 1.6 11 Planning Are 34.80 specialty Reta 18.10 18.10 630 630 1260 14.1 11 Planning Are 4.10 Office 4.90 4.90 20 20 40 0.4 11 Planning Are 16.00 Gas Station 72.44 72.43 1159 1159 2318 26.0 11 Planning Are 15.00 Church 4.06 4.05 61 61 122 1.4 11 Planning Are 7.20 Community Cent 5.72 5.72 41 41 82 0.9 Zone 11 Subtotal 1911 1911 3822 42.9 TOTAL 4463 4453 8916 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • Daily Traffic - Weekday Wed May 14, 2003 15:54:56 Page 3 -1 Daily Traffic - Weekday Wed May 14, 2003 15:54:56 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD.tfx) Trip Distribution Report Link Volume Report Daily - Weekday Percent Of Trips Base Volume NB Link SB Link EB Link WB Link Total To Gates Type In Out Total In Out Total In Out Total In Out Total Volume 1 2 3 4 5 6 7 8 9 10 11 Zone Al SR 89 6 Rainbow Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 246 247 493 123 122 245 0 0 0 124 124 248 986 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 246 247 493 123 122 245 0 0 0 124 124 248 986 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 #2 SR 89 6 Prosser Dam Rd. I 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 2256 2250 4506 247 246 493 674 677 1351 2101 2105 4206 10556 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 2256 2250 4506 247 246 493 674 677 1351 2101 2105 4206 10556 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 I 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 #3 Alder Dr. 6 Thayer Dr. I 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 603 605 1208 84 84 168 677 675 1352 2728 Total 0 0 0 603 605 1208 84 84 168 677 675 1352 2728 To Gates 12 13 14 15 16 17 18 19 20 21 22 #4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1272 1273 2545 0 0 0 2105 2100 4205 1144 1148 2292 9092 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 1272 1273 2545 0 0 0 2105 2100 4205 1144 1148 2292 9042 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 85 Prosser Dam Rd. a Road B I 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 174 176 350 0 0 0 1148 1145 2293 1018 1019 2037 4680 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 174 176 350 0 0 0 1148 1145 2293 1018 1019 2037 4680 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 #6 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 427 426 853 103 106 209 1020 1017 2037 623 624 1247 4346 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 427 426 853 103 106 209 1020 1017 2037 623 624 1247 4346 To Gates 87 Prosser Dam Rd. 6 Road 0 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 85 83 168 624 624 1248 541 543 1084 2500 Total 0 0 0 85 83 168 624 624 1248 541 543 1084 2500 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #8 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 78 78 156 431 433 864 543 541 1084 40 40 80 2184 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 78 78 156 431 433 864 543 541 1084 40 40 80 2184 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 i 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #10 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 p 0 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 2497 2906 5403 2249 2255 4504 1211 793 2004 1522 1525 3047 14958 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 2497 2906 5403 2249 2255 4504 1211 793 2004 1522 1525 3047 14958 11 3,0 1.0 15.0 6.0 5.0 10.0 1.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO s IIs - a IS a a a a a a a UM M a w 1111111 a a a I OM NM IS MO -- IIIII - OM M I I n - - .11.1 Daily Traffic - Weekday Wed May 14, 2003 15:54:56 Page 4 -2 Daily Traffic - Weekday Wed May 14, 2003 15:54:56 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD. tfx) Volume NB Link SB Link EB Link WB Link Total Volume NB Link SB Link EB Link WB Link Total Type. In Out Total In Out Total In Out Total In Out Total Volume Type In Out Total In Out Total In Out Total In Out Total Volume #11 SR 267 6 I-80 WB Off /On Ramp #20 Donner Pass Rd. 6 Bridge St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 2155 1162 3317 2906 2497 5403 0 1744 1744 342 0 342 10806 Added 200 199 399 0 0 0 533 105 638 235 664 899 1936 Total 2155 1162 3317 2906 2497 5403 0 1744 1744 342 0 342 10806 Total 200 199 399 0 0 0 533 105 638 235 664 899 1936 #12 SR 267 6 I -80 EB Off /On Ramp #21 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 ease 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 823 821 1644 1162 2155 3317 1332 0 1332 0 341 341 6634 Added 139 139 278 199 199 398 60 60 120 0 0 0 796 Total 823 821 1644 1162 2155 3317 1332 0 1332 0 341 341 6634 Total 139 139 278 199 199 398 60 60 120 0 0 0 796 013 SR 267 6 Brockway #53 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 582 580 1162 821 823 1644 241 241 482 0 0 0 3288 Added 0 0 0 174 0 174 210 210 420 105 279 384 978 Total 582 580 1162 821 823 1644 241 241 482 0 0 0 3288 Total 0 0 0 174 0 174 210 210 420 105 279 384 978 X14 SR 267 6 Schaffer Mill Rd. #54 . Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 421 419 840 579 582 1161 60 60 120 101 100 201 2322 Added 253 0 253 254 253 507 0 0 0 0 254 254 1014 Total 421 419 840 579 582 1161 60 60 120 101 100 201 2322 Total 253 0 253 254 253 507 0 0 0 0 254 254 1014 #15 SR 267 6 Northatar Dr. 060 Base 0• 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 324 323 647 419 421 840 97 96 193 0 0 0 1680 Added 368 368 736 368 368 736 0 0 0 0 0 0 1472 Total 324 323 647 419 421 840 97 96 193 0 0 0 1680 Total 368 368 736 368 368 736 0 0 0 0 0 0 1472 #16 Donner Pass Rd. 6 Pioneer Trails #68 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1049 633 1682 794 1210 2004 161 161 322 0 0 0 4008 Added 170 170 340 0 0 0 170 170 340 0 0 0 680 Total 1049 633 1682 794 1210 2004 161 161 322 0 0 0 4008 Total 170 170 340 0 0 0 170 170 340 0 0 0 680 #17 Donner Pass Rd. 6 I -80 WB On Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1049 560 1609 633 1049 1682 0 73 73 0 0 0 3364 Total 1049 560 1609 633 1049 1682 0 73 73 0 0 0 3364 X18 Donner Pass Rd. 6 I -00 EB Off Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 989 560 1549 560 1049 1609 60 0 60 0 0 0 3218 Total 989 560 1549 560 1049 1609 60 0 60 0 0 0 3218 #19 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 326 325 651 0 0 0 664 234 898 559 990 1549 3098 Total 326 325 651 0 0 0 664 234 898 559 990 1549 3098 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1 2005 No Project and Plus Project Intersection LOS Summer Weekend PM Peak Hour 1 e 1 e I e 1 1 i 1 = MI MI I I I N MI a- N NM a MI - a • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 1 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing. tfx) (R1- 2005GraysCrossing. tfx) Scenario Report Trip Generation Report Scenario: 2005 PM Peak - Weekend Forecast for PM Peak - Weekend Command: Default Command Volume: 2023 PM Peak - Weekend Zone Rate Rate Trips Trips Total if Of Geometry: Default Geometry X Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 163.00 Single Family 0.35 0.32 57 52 109 11.7 Routes: Default Routes Zone 1 subtotal 57 52 109 11.7 Configuration: Default Configuration 2 Planning Are 134.00 Single Family 0.35 0.32 47 43 90 9.7 Zone 2 Subtotal 47 43 90 9.7 3 Planning Are 58.00 Single Family 0.35 0.32 20 19 39 4.2 Zone 3 Subtotal 20 19 39 4.2 4 Planning Are 24.00 Single Family 0.35 0.32 8 8 16 1.7 Zone 4 Subtotal 8 8 16 1.7 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.9 5 Planning Are 5.00 Fitness Center 0.95 0.60 5 3 8 0,9 Zone 5 Subtotal 17 18 35 3.8 6 Planning Are 54.00 Single Family 0.35 0.32 19 17 36 3.9 Zone 6 Subtotal 19 17 36 3.9 7 Planning Are 34.00 Single Family 0.35 0.32 12 11 23 2.5 Zone 7 Subtotal 12 11 23 2.5 8 Planning Are 115.00 Apartment /Loft 0.28 0.24 32 28 60 6.4 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 13.5 Zone 8 Subtotal 86 100 186 20.0 9 Planning Are 60.00 Multi- Family 0.24 0.22 14 13 27 2.9 Zone 9 Subtotal 14 13 27 2.9 10 Church 17.50 Church 2.15 0.75 38 13 51 5.5 Zone 10 Subtotal 38 13 51 5.5 11 Planning Are 34.80 Specialty Reta 1.02 1.28 35 45 80 8.6 11 Planning Are 4.10 Office 0.20 0.17 1 1 2 0.2 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 20.4 11 Planning Are 15.00 Church 2.15 0.75 32 11 43 4.6 11 Planning Are 7.20 community Cent 0.31 0.32 2 2 4 0.4 Zone 11 Subtotal 165 154 319 34.3 TOTAL 483 448 931 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 3 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) Trip Distribution Report Turning Movement Report PM Peak - Weekend I Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound i Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 11 SR 89 6 Rainbow Dr. I Base 0 199 90 16 364 0 0 0 0 53 0 1'4 736 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 13 0 0 0 0 13 0 1 0 49 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 211 101 16 377 0 0 0 0 66 0 14 785 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 I , 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 12 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 59 262 55 11 390 16 16 5 136 60 7 11 1028 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 78 3 175 18 3 5 3 17 52 171 18 17 560 7 2.5 0.8 0.8 6.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 137 265 230 29 393 21 19 22 188 231 25 28 1588 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 13 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 65 0 1 2 7 0 0 7 94 176 • Total 0 0 0 65 0 1 2 7 0 0 7 94 176 To Gates 12 13 14 15 16 17 18 19 20 21 22 14 Prosser Dam Rd. 6 Road A Zon Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 110 0 20 0 0 0 0 100 110 18 96 0 454 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 110 0 20 0 0 0 0 100 110 18 96 0 454 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 15 Prosser Dam Rd. 6 Road B 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 15 0 2 0 0 0 0 103 16 3 99 0 238 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 15 0 2 0 0 0 0 103 16 3 99 0 238 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 I 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 16 Prosser Dam Rd. 6 Road C 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 35 1 6 0 1 9 10 61 35 5 57 0 220 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 35 1 6 0 1 9 10 61 35 5 57 0 220 To Gates 17 Prosser Dam Rd. 6 Road D I 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 0 0 8 9 58 0 0 54 0 129 Total 0 0 0 0 0 8 9 58 0 0 54 0 129 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 I 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 18 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 8 0 0 0 0 42 46 4 8 0 4 0 112 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 8 0 0 0 0 42 46 4 8 0 4 0 112 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 110 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 189 229 0 0 265 321 147 0 129 0 0 0 1280 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 159 106 3 171 52 94 41 0 119 27 3 775 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 . 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 189 374 120 12 427 373 241 41 129 128 27 17 2078 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO I OM _ a® a a a- a a a MI I - le s NM M ■IIII MO MN OM M ■I MI a - - - OM - In - - E I n s 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 4 -2 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #11 SR 267 6 1-80 WB Off/On Ramp #20 Donner Pass Rd. 6 Bridge St. Base 421 165 0 0 248 146 0 0 0 263 0 253 1496 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 228 0 0 119 171 0 0 0 0 0 37 555 Added 0 0 22 0 0 0 0 52 7 14 12 0 107 Total 421 393 0 0 367 317 0 0 0 263 0 290 2051 Total 0 0 22 0 0 0 0 52 7 14 12 0 107 #12 SR 267 6 I -80 EB Off/On Ramp #21 Bridge St. 6 West River St. ease 0 511 76 392 183 0 75 0 382 0 0 0 1619 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 90 0 35 84 0 138 0 0 0 0 0 347 Added 0 15 0 0 15 6 7 0 0 0 0 0 43 Total 0 601 . 76 427 267 0 213 0 382 0 0 0 1966 Total 0 15 0 0 15 6 7 0 0 0 0 0 43 • #13 SR 267 6 Brockway #53 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 64 0 0 60 25 26 0 0 0 0 0 175 Added 0 0 0 7 0 12 0 24 0 0 12 0 55 Total 0 64 0 0 60 25 26 0 0 0 0 0 175 Total 0 0 0 7 0 12 0 24 0 0 12 0 55 014 SR 267 s Schaffer Mill Rd. M54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 10 43 6 7 0 0 0 0 11 123 Added 0 27 0 28 0 0 0 0 0 0 0 0 55 Total 0 46 0 10 43 6 7 0 0 0 0 11 123 Total 0 27 0 28 0 0 0 0 0 0 0 0 55 #15 SR 267 S Northstar Dr. 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 33 11 11 0 0 0 0 0 90 Added 0 32 0 0 37 0 0 0 0 0 0 0 69 Total 0 35 0 0 33 11 11 0 0 0 0 0 90 Total 0 32 0 0 37 0 0 0 0 0 0 0 69 #16 Donner Pass Rd. & Pioneer Trails #68 Base 191 179 0 0 358 106 103 0 200 0 0 0 1137 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 117 0 0 63 17 18 0 0 0 0 0 215 Added 16 0 0 0 0 0 0 0 18 0 0 0 34 Total 191 296 0 0 421 123 121 0 200 0 0 0 1352 Total 16 0 0 0 0 0 0 0 18 0 0 0 34 #17 Donner Pass Rd. 6 1 -80 WB On Ramp Base 160 364 0 0 305 253 0 0 0 0 0 0 1082 Added 0 117 0 0 54 9 0 0 0 0 0 0 180 Total 160 481 0 0 359 262 0 0 0 0 0 0 1262 #18 Donner Pass Rd. & I -80 EB Off Ramp Base 0 450 0 0 305 0 74 0 280 0 0 0 1109 Added 0 107 0 0 54 0 10 0 0 0 0 0 171 Total 0 557 0 0 359 0 84 0 280 0 0 0 1280 • 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 33 0 0 0 0 75 0 28 26 0 162 Total 0 0 33 0 0 0 0 75 0 28 26 0 162 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 5 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 6 I -80 WB 0ff /On Ramp Base 586 511 1097 394 418 812 0 567 567 516 0 516 2992 #1 SR 89 6 Rainbow Dr. Added 228 119 347 290 265 555 0 171 171 37 0 37 1110 Base 289 417 706 380 213 593 0 0 0 67 106 173 1472 Total 814 630 1444 684 683 1367 0 738 738 553 0 553 4102 Added 23 26 49 13 12 25 0 0 0 13 11 24 98 Total 312 443 755 393 225 618 0 0 0 80 117 197 1570 *12 SR 267 6 I -80 EB 0ff /On Ramp Base 587 565 1152 575 586 1161 457 0 457 0 468 468 3238 02 SR 89 6 Prosser Dam Rd. Added 90 84 174 119 228 347 138 0 138 0 35 35 694 Base 376 586 962 417 289 706 157 82 239 78 71 149 2056 Total 677 649 1326 694 814 1508 595 0 595 0 503 503 3932 Added 256 226 482 26 23 49 72 101 173 206 210 416 1120 Total 632 B12 1444 443 312 755 229 183 412 284 281 565 3176 013 SR 267 6 Brockway I Base 0 0 0 0 0 0 0 0 0 0 0 10 0 03 Alder Dr. 6 Thayer Dr. Added 64 60 124 85 90 175 26 25 51 0 0 10 350 . Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 64 60 124 85 90 175 26 25 51 0 0 0 350 Added 0 0 0 66 96 162 9 8 17 101 72 173 352 Total 0 0 0 66 96 162 9 8 17 101 72 173 352 014 SR 267 6 Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 1 0 0 04 Prosser Dam Rd. 6 Road A Added 46 43 89 59 64 123 7 6 13 11 10 21 246 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 46 43 89 59 64 123 7 6 13 11 10 21 246 Added 130 128 258 0 0 0 210 206 416 114 120 234 908 I Total 130 128 258 0 0 0 210 206 416 114 120 234 908 015 SR 267 6 Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 05 Prosser Dam Rd. 6 Road B Added 35 33 68 44 46 90 11 11 22 0 0 0 180 Base - 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 35 33 68 44 46 90 11 11 22 0 0 0 180 Added 17 19 36 0 0 0 119 114 233 102 105 207 476 I Total 17 19 36 0 0 0 119 114 233 102 105 207 476 016 Donner Pass Rd. 6 Pioneer Trails Base 370 558 928 464 282 746 303 297 600 0 0 0 2274 06 Presser Dam Rd. 6 Road C Added 117 63 180 80 135 215 18 17 35 0 0 0 430 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 487 621 1108 544 417 961 321 314 635 0 0 0 2704 Added 42 41 83 10 11 21 106 101 207 62 67 129 440 Total 42 41 83 10 11 21 106 101 207 62 67 129 440 017 Donner Pass Rd. 6 1 -80 WB On Ramp Base 524 305• 829 558 364 922 0 413 413 0 0 0 2164 07 Prosser Dan Rd. 6 Road D Added 117 54 171 63 117 180 0 9 9 0 0 0 360 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 641 359 1000 621 481 1102 0 422 422 0 0 0 2524 Added 0 0 0 8 9 17 67 62 129 54 58 112 258 • Total 0 0 0 8 9 17 67 62 129 54 58 112 258 018 Donner Pass Rd. 6 I -80 ER Off Ramp ' Base 450 585 1035 305 524 829 354 0 354 0 0 0 2218 08 Prosser Dam Rd. 6 East Alder Creek Rd. Added 107 54 161 54 117 171 10 0 10 0 0 0 342 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 557 639 1196 359 641 1000 364 0 364 0 0 0 2560 Added 8 8 16 42 46 BB 58 54 112 4 4 8 224 Total 8 8 16 42 46 88 58 54 112 4 4 8 224 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 010 SR 89 6 Donner Pass Rd. Added 33 28 61 0 0 0 75 26 101 54 108 162 324 Base 418 394 812 586 376 962 276 510 786 0 0 0 2560 Total 33 28 61 0 0 0 75 26 101 54 108 162 324 Added 265 290 555 226 256 482 135 79 214 149 150 299 1550 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 683 684 1367 812 632 1444 411 589 1000 172 173 345 4156 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO. a a a la a a a a a In a a a ■a s a s s a s in a s a■ i a In a a a a a a a a a • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:12 Page 5 -3 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) • Volume NB Link SB Link EB Link WO Link Total - Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. & Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 22 21 43 0 0 0 59 12 71 26 74 100 214 0 1 SR 89 & Rainbow Dr. B 14.1 0.000 C 15.2 0.000 + 0.000 V/C Total 22 21 43 0 0 0 59 12 71 26 74 100 214 0 2 SR 89 & Prosser Dam Rd. 0 33.8 0.000 F OVRFL 0.000 + 0.000 V/C 021 Bridge St. & West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Prosser Dam Rd. & East Alder C 0.0 0.000 A 9.5 0.000 + 0.000 V/C Added 15 15 30 21 22 43 7 6 13 0 0 0 86 Total 15 15 30 21 22 43 7 6 13 0 0 0 86 0 10 SR 89 a Donner Pass Rd. D 25.4 0.000 F OVRFL 0.000 + 0.000 V/C 053 0 11 SR 267 & I -80 WB Off/On Ramp C 22.2 0.715 C 26.2 0.802 + 3.976 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 19 0 19 24 24 48 12 31 43 110 0 12 SR 267 & I -80 EB 0ff /On Ramp C 20.9 0.671 C 34.6 0.879 +13.731 D/V Total 0 0 0 19 0 19 24 24 48 12 31 43 110 0 16 Donner Pass Rd. & Pioneer Trai C 19.0 0.000 D 30.7 0.000 + 0.000 V/C 854 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Donner Pass Rd. & I -80 WB On R A 9.3 0.000 A 9.6 0.000 + 0.000 V/C Added 27 0 27 28 27 55 0 0 0 0 28 28 110 Total 27 0 27 28 27 55 0 0 0 0 28 28 110 * 18 Donner Pass Rd. & I -80 EB Off B 14.3 0.000 C 16.5 0.000 + 0.000 V/C 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 32 37 69 37 32 69 0 0 0 0 0 0 138 Total 32 37 69 37 32 69 0 0 0 0 0 0 138 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 18 34 0 0 0 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS•C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 7 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 8 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) Level Of Service Computation Report Level Of Service Computation Report I 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) .**.************************************************ * * * * **** * *** *** * ** ***** * * *** ***************** u.****************************** *-* * * * ** * ** * * * * * * * *** * ****x * * ** Intersection R1 SR 89 6 Rainbow Dr. Intersection #1 SR 89 6 Rainbow Dr. ***** ******* * * * ** ** *xxx * ** * * ** x * * * ** ** * ** **** *** ***** * * x ** *x x * ** ** **.* ** *** * * ** * . ************************************************** * **** * * * * ** * **-* * * * **r * ** * ** ** Average Delay (sec /veh): 14.1 Worst Case Level Of Service: B Average Delay (sec /veh): 15.2 Worst Case Level Of Service: C * North Bound South Bound East Bound West Bound Approach: : North Bound South Bound East Round West1 Round ••+* ** * * *. * ** * * * * * ** •** * * * * * ** ** Approach Movement: L - T- R L- T - R L- T- R L- T- R Movement: L - T- R L- T- R L- T- R L- T- A I II II II I 1 II II II 1 control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 I II II II I I II II II I Volume Module: Volume Module: ' Base Vol: 199 90 16 364 53 14 Base Vol: 199 90 16 364 53 0 14 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 Initial Bse: 199 90 16 364 53 14 Initial Bse: 199 90 16 364 53 10 14 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 12 11 0 13 13 0 0 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 1 0 0 PHF Volume: 209 95 17 383 56 15 Initial Fut: 211 101 16 377 66 i0 14 Reduct vol: 0 0 0 0 0 D User Adj: 1.0 1.00' 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 Final Vol.: 209 95 17 383 56 15 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 I II II II I PHF Volume: 222 106 17 397 69 10 15 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 Final Vol.: 222 106 17 397 69 I 0 15 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 Critical Gap Mod le: I II II II I Critical Gp:xxxx xxxx xxxxx 4.1 xxxx xxxx xxxx xxx xxxx 6.4 xxxx 6.2 Capacity Module: FollowUpTim:xxxx xxxx xxxxx 2.2 xxxx xxxx xxxx xxx xxxx 3.5 xxxx 3.3 Cnflict Vol: xxxx xxxx xxxxx 304 xxxx xxxxx xxxx xxxx xxxxx 674 xxxx 257 I II II II I Potent Cap.: xxxx xxxx xxxxx 1268 xxxx xxxxx xxxx xxxx xxxxx 423 xxxx 787 Capacity Module: Move Cap.: xxxx xxxx xxxxx 1268 xxxx xxxxx xxxx xxxx xxxxx 419 xxxx 787 cnflict Vol: xxxx xxxx xxxxx 328 xxxx xxxxx xxxx xxxx xxxxx 706 xxxx 275 I II II II I Potent Cap.: xxxx xxxx xxxxx 1242 xxxx xxxxx xxxx xxxx xxxxx 405 xxxx 768 Level Of Service Module: Move Cap.: xxxx xxxx xxxxx 1242 xxxx xxxxx xxxx xxxx xxxxx 401 xxxx 768 Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx II II II I LOS by Move: * * • A * * * * * * * Level Of Service Module: Movement: LT - LTA - AT LT - LTR - RT LT - LTR - RT LT - LTR - RI Stopped Del:xxxxx xxxx xxxxx 7.9 xxxx 'xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 464 xxxxx LOS by Move: * * A * • * * * Shrd StpDel:xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.1 xxxxx Movement: LT - LTR - AT LT - LTR - AT LT - LTR - RI LT - LTR - RT Shared LOS: * * A * * * * * * B * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 438 xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 14.1 Shrd StpDel:xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 15.2 xxxxx ApproachLOS: * * * B Shared LOS: * * * A , * * * * * * C ' ApproachDel: xxxxxx xxxxxx xxxxxx 15.2 ApproachLOS: * * * C 5,3 5.5 • Q Tra£fix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Trani,. Trani,. 7.5.1015 (CI 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1 I • a a a a a a ar a s al a 110 a a al a a a a I n a a a- a a! a a ani a a a a r • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 9 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 10 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005Grayscrossing.tfx) (R1- 2005GraysCrossing.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************* x***** ** * *** * ***** * **** * ****** * ****** ************************************************* * **** ***** * * *** * * ******** * * **** Intersection M2 SR 89 6 Prosser Dam Rd. Intersection 42 SR 89 c Prosser Dam Rd. ******************** ******** *** **x**** * ** * * *****r ******* *** ** *** x ** * xxxx ♦ xr**x** *xxx*rx* *r*♦ xxx x * x *x ******** x******* * ****************************** ********xxxx x Average Delay (sec /veh): 33.8 Worst Case Level Of Service: D Average Delay (sec /veh): 1203.8 Worst Case Level Of Service: F ****** *********** xxx***************************** ******************************* ************************************************* ************ ***** ***x******* *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I I I I I I I I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1) 0 0 0 0 1) 0 0 0 0 1) 0 0 Lanes: 0 0 1! 0 0 0 0 1) 0 0 0 0 1! 0 0 0 0 11 0 0 1 II II II I I II II II I Volume Module: Volume Module: Base Vol: 59 262 55 11 390 16 16 136 60 7 11 Base Vol: 59 262 55 11 390 16 16 5 136 60 7 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 59 262 55 11 390 16 16 136 60 7 11 Initial Bse: 59 262 55 11 390 16 16 5 136 60 7 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Added Vol: 78 3 175 18 3 5 3 17 52 171 18 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 62 276 58 12 411 17 17 143 63 7 12 Initial Fut: 137 265 230 29 393 21 19 22 188 231 25 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 62 276 58 12 411 17 17 143 63 7 12 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II I PHF Volume: 144 279 242 31 414 22 20 23 198 243 26 29 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 144 279 242 31 414 22 20 23 198 243 26 29 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II II II 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx . 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 427 xxxx xxxxx 334 xxxx xxxxx 881 900 419 945 879 305 I II II II I Potent Cap.: 1143 xxxx xxxxx 1237 xxxx xxxxx 270 280 639 244 28B 740 Capacity Module: Move Cap.: 1143 xxxx xxxxx 1237 xxxx xxxxx 247 262 639 177 269 740 Cnflict Vol: 436 xxxx xxxxx 521 xxxx xxxxx 1202 1295 425 1285 1185 400 I II II II I Potent Cap.: 1135 xxxx xxxxx 1056 xxxx xxxxx 163 164 634 143 190 654 Level Of Service Module: Move Cap.: 1135 xxxx xxxxx 1056 xxxx xxxxx 119 137 634 75 159 654 Stopped Del: B.2 xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 II II II I LOS by Move: A * A * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.2 xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 529 xxxxx xxxx 205 xxxxx LOS by Move: A * * A * * * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.9 xxxxx xxxxx 33.8 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * B * * D • shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 371 xxxxx xxxx 87 xxxxx ApproachDel: xxxxxx xxxxxx 14.9 33.8 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 30.9 xxxxx xxxxx 1204 xxxxx ApproachLOS: * * B D Shared LOS: * * * * * * • D * * F * ApproachDel: xxxxxx xxxxxx 30.9 1203.8 ApproachLOS: * * D F 11,0 16 2.3 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 13 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 14 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) 1 ******************************** x******** x******* * *** * ** * ** * * * * * * ** ** * * * ** * ***** Intersection 810 SR 89 6 Donner Pass Rd. Intersection 810 SR 89 S Donner Pass Rd. ************* x****** x****«********************** **x** * * **s* * * * *** ** * * **** * **** ** *«***** u****** au*♦*** x***** x** x** ** * «*** **« * « ** * *x*ss ** *. **. «* **r ur «* «r «* Average Delay (sec /veh): 25.4 Worst Case Level Of Service: D Average Delay (sec /veh): 1599.2 Worst Case Level Of Service' F Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L - T- R L- T- R L- T- R Movement: L- T- R L - T- R L - T- R L- T- R 1 II II II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop l Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1 ! 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 1 I II II I I II II II 1 Volume Module: Volume Module: Base Vol: 189 229 0 265 321 147 129 0 Base Vol: 189 229 0 265 321 147 0 129 0 0 0 Growth Adj: 1.00 1.00 1.0 1,00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 229 0 265 321 147 129 0 Initial Bse: 189 229 0 265 321 147 0 129 0 0 0 User Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Added Vol: 0 159 106 171 52 94 41 0 119 27 3 PHF Adj: 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 199 241 0 279 338 155 136 0 Initial Fut: 189 374 120 1 427 373 241 41 129 128 27 17 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 199 241 0 279 338 155 136 0 ' PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II 1 PHF Volume: 199 394 126 1 449 393 254 43 136 135 28 18 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 199 394 126 1 449 393 254 43 136 135 28 18 FollowupTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I I II II II I Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 617 xxxx xxxxx xxxx xxxx xxxxx 918 xxxx 279 xxxx xxxx xxxxx I II II II I Potent Cap.: 973 xxxx xxxxx xxxx xxxx xxxxx 304 xxxx 765 xxxx xxxx xxxxx Capacity Module: I Move Cap.: 973 xxxx xxxxx xxxx xxxx xxxxx 256 xxxx 765 xxxx xxxx xxxxx Cnflict Vol: 842 xxxx xxxxx 520 xxxx xxxxx 1353 1393 449 1615 1722 457 1 II : II II 1 Potent Cap.: 802 xxxx xxxxx 1056 xxxx xxxxx 128 143 614 84 90 608 Level Of Service Module: Move Cap.: 802 xxxx xxxxx 1056 xxxx xxxxx 68 106 614 37 67 608 Stopped Del: 9.6 xxxx xxxxx xxxxx xxxx xxxxx 38.4 xxxx 10.7 xxxxx xxxx xxxxx I II II II I LOS by Move: A * * • * * E * B * * Level Of Service Module: I Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 11.0 xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * A * * • * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * • * * • * • • * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 72 xxxx 285 xxxx 44 xxxxx ApproachDel: xxxxxx xxxxxx 25.4 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.4 xxxx xxxxx 1531 xxxx 36.7 xxxxx 1599 xxxxx ApproachLOS: * * 0 * Shared LOS: * * * A * • F E ApproachDel: xxxxxx xxxxxx 968.8 • F, 1599.2 ApproachLOS: * • F F Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, Co Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO a a® a ua a a a a a a ae a■ i a a as 11a a ■■II a ■ns a a I n a a a a On al a a a s 2005 PM Peak - Weekend Fri May 16, 2003 .08:48:31 Page 15 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 16 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) *******++*********+*+*+********************+***** * * * * + *** * * * *+ * * * * * * * * * ** * * ** *** +************+***+++*******+ o************+******** ** + * ** * * ** * * ** * ** ** * * * *** ** * ** Intersection X11 SR 267 6 I -80 WB Off/On Ramp Intersection all SR 267 6 I -80 WB Off/On Ramp **** *- * * ***** * ** ** * * ** * * * ** * * * * * **. ** * ******+ **+ ** + * * *. ** * * * +** ** * * * * ** * * ** ** *. * * ** **+ ** * * **** * ** *. ********************* ** *** * * * * * * * **** * * * * * * * * ** * ** ** Cycle (sec): 60 Critical Vol. /Cap. (X): 0.715 Cycle (sec): 60 Critical Vol, /Cap. (X): 0.802 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 22.2 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 26.2 Optimal Cycle: 53 Level Of Service: C Optimal Cycle:OPTIMIZED Level Of Service: C **********..**************+*********************** ** * **** * *** *** * * * **** *** * ***** ************************************************ ** * * *** * * * * * * * * * * * ** * * * * * * * * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I I I I I I I I I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 421 165 248 146 263 253 Base Vol: 421 165 248 146 263 253 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 421 165 248 146 263 253 Initial Bse: 421 165 248 146 263 253 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 228 119 171 0 37 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 443 174 261 154 277 266 Initial Fut: 421 393 367 317 263 290 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduced vol: 443 174 261 154 277 266 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PcE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 443 414 386 334 277 305 FR.F Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 443 174 261 154 277 266 Reduced Vol: 443 414 386 334 277 305 I II II I I I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 ' 1.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 443 414 386 334 277 305 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 I II II II I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 saturation Flow Module: Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Vol /Sat: 0.25 0.09 0.00 0.00 0.14 0.10 0.00 0.00 0.00 0.19 0.00 0.16 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Crit Moves: ''** *** "** I 11 II II I Green /Cycle: 0.34 0.54 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.26 0.00 0.26 Capacity Analysis Module: ' Volume /Cap: 0.72 0,17 0.00 0.00 0.72 0.50 0,00 0.00 0.00 0.72 0.00 0.62 Vol /Sat: 0.25 0.22 0.00 0.00 0.20 0.21 0.00 0.00 0.00 0.19 0.00 0.19 • Delay /Veh: 21.1 7.2 0.0 0.0 29.3 22.9 0.0 0.0 0.0 26.3 0.0 22.2 Crit Moves: * * ** * *+ User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.31 0.56 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.24 0.00 0.24 AdjDel /Veh: 21.1 7.2 0,0 0.0 29.3 22.9 0.0 0.0 0.0 26.3 0.0 22.2 Volume /Cap: 0.80 0.39 0.00 0.00 0.79 0.80 0.00 0.00 0.00 0.80 0.00 0.80 DesignQueue: 10 3 0 0 7 4 0 0 0 7 0 7 Delay /Veh: 27.4 7.5 0.0 0.0 29.1 31.5 0.0 0.0 0.0 34.3 0.0 32.9 ********************************+**************** * * * * * * * * * * * ** ** * * * * * * * * ** * ** * ** User DelAdj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 27.4 7.5 0.0 0.0 29.1 31.5 0.0 0.0 0.0 34.3 0.0 32.9 Designoueue: 11 6 0 0 10 9 0 0 0 7 0 8 ************************************************* * * * *** * * ** * * ** * ** **** ** ** ** * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • I 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 17 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 18 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing. tfx) (R1- 2005GraysCrossing. tfx) Level Of Service Computation Report - Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) * * * **** * * * ** * **** *: * . *** * * ************ ** **** ** * * * ** * * ** ******** ****** * *** * ****** * ** * * *** * **** *** ************ ** ** *** * * * * ** *** ** * ****** ****** Intersection *12 SR 267 6 I -80 EB Off /On Ramp Intersection *12 SR 267 6 1-80 EB Off /On Ramp ***********««********************************* **** * * * * * *** * *** * **** * * * * * *** * ** ***************************** ******************** * * * * ** * * ** * * * * * * **** * *** * * * * * ** Cycle (sec): 80 Critical Vol. /Cap. (X): 0.671 Cycle (sec): 80 Critical Vol. /Cap. (X): 0 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 20.9 Loss Time (sec): 12 (Y +R . 4 sec) Average Delay (sec /veh): 34.6 Optimal Cycle: 53 Level Of Service: C Optimal Cycle:OPTIMIZED Level Of Service: I C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West,Bound Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 II II II I I II II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 10 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 I I I II I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 511 76 392 183 75 38 Base Vol: 511 76 392 183 75 38 I 10 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.0 Initial Bse: 511 76 392 183 75 38 Initial Bse: 511 76 392 183 75 38 X User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 90 0 35 84 138 0 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: '0 0 0 0 0 �0 PHF volume: 538 80 413 193 79 Initial Fut: 601 76 427 267 213 38 0 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1,00 1.00 1.0 1.00 1.0 0.0 1.0 1.00 1.0 Reduced Vol: 538 80 413 193 79 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.95 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 633 60 449 281 224 0 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 538 80 413 193 79 Reduced Vol: 633 80 449 281 224 I II II II I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.00 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final vol.: 633 80 449 281 224 0 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 I II II II I Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II ' I1 II I Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00. 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.0D 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.28 0.05 0.23 0.10 0.00 0.06 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: * * ** * * ** * * ** 1 II II II 1 Green /Cycle: 0.00 0.42 0.42 0.34 0.76 0.00 0.09 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.67 0.12 0.67 0.13 0.00 0.67 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.33 0.05 0.25 0.15 0.00 0.17 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 20.9 14.1 25.4 2.5 0.0 49.5 0.0 0.0 0.0 0.0 0.0 Crit Moves: *** **** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /cycle: 0.00 0.38 0.38 0.28 0.66 0.00 0.19 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 20.9 14.1 25.4 2.5 0.0 49.5 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.88 0.13 0.88 0.22 0.00 0.88 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 15 2 13 2 0 3 0 0 0 0 0 Delay /Veh: 0.0 35.1 16.3 43.3 5.4 0.0 59.1 0.0 0.0 0.0 0.0 0.0 ************************************* a********** * * *. « * * * * * ** * ** ** * * * * * * * * * * * *** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 35.1 16.3 43.3 5.4 0.0 59.1 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 19 2 15 4 0 8 0 0 0 0 0 ************************************************** * *** * * *** ** **** *** * *** * * * *** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • I a a all a a a a a a a a a a a a a a a an 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 • • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 19 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 20 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 MOM Unsignalized Method (Future Volume Alternative) ************************************************* * * * ** * * * ** * * * * * ****** **** * ** * ** ************************************************** ** ******* * * * * * ****** * * * * * * * *** Intersection #16 Donner Pass Rd. & Pioneer Trails Intersection #16 Donner Pass Rd. 6 Pioneer Trails ******** ***************************************** * ** * * ** * * ** ** ** * * ** ***** *** * *** ************************************************** ** * * * *** * * * *** * * * * * * ** ** * * * * ** Average Delay (sec /veh): 19.0 Worst Case Level Of Service: C Average Delay (sec /veh): 30.7 Worst Case Level Of Service: D ******************************««*************** ** ***** * * * *** * * * *** ** * * ** ** * * ** ************************************************* * * * * * * **** ** * * **** * * **** * ** **** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- A I II II II I I II II II 1 Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 191 179 0 358 106 103 200 0 Base Vol: 191 179 358 106 103 200 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 191 179 0 358 106 103 200 0 Initial Bse: 191 179 358 106 103 200 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Added Vol: 0 117 63 17 18 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.9 Passereyvol: 0 0 0 0 0 0 PHF Volume: 201 188 0 377 112 108 211 0 Initial Fut: 191 296 421 123 121 200 Reduct vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 201 188 0 377 112 108 211 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 I II II II I PHF Volume: 201 312 443 129 127 211 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 201 312 443 129 127 211 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II 1 Critical Gp: 4.1 xxxx xxxx xxxx xxxx xxxxx 6.4 xxx 6.2 xxxx xxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxx xxxx xxxx xxxxx 3.5 xxx 3.3 xxxx xxx xxxx Cnflict Vol: 488 xxxx xxxxx xxxx xxxx xxxxx 967 xxxx 377 xxxx xxxx xxxxx " I II II II I Potent Cap.: 1085 xxxx xxxxx xxxx xxxx xxxxx 284 xxxx 674 xxxx xxxx xxxxx Capacity Module: Move Cap.: 1085 xxxx xxxxx xxxx xxxx xxxxx 244 xxxx 674 xxxx xxxx xxxxx Cnflict Vol: 573 xxxx xxxxx xxxx xxxx xxxxx 1157 xxxx 443 xxxx xxxx xxxxx I II II II 1 Potent Cap.: 1010 xxxx xxxxx xxxx xxxx xxxxx 219 xxxx 619 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 1010 xxxx xxxxx xxxx xxxx xxxxx 186 xxxx 619 xxxx xxxx xxxxx Stopped Del: 9.1 xxxx xxxxx xxxxx xxxx xxxxx 31.1 xxxx 12.7 xxxxx xxxx xxxxx I II II 11 1 LOS by Move: A * * * * * D * B * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 9.4 xxxx xxxxx xxxxx xxxx xxxxx 58.6 xxxx 13.8 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: A * * * * • F B • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTA - RT LT - LTR - RT Shared LOS: * * * * • • * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 19.0 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLoS: * * C • Shared LOS: * * * * * * * * ApproachDel: xxxxxx xxxxxx 30.7 xxxxxx ApproachLoS: * * D Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 21 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 22 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) I Level Of Service Computation Report Level Of Service Computation Report 1 • •••• 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCMUnsignalized Method (Future Volume Alternative) •••• * • * ****I **• **••• • • •• * * *• *••• •••••••••••••• •••••••••• • * •** * 6 80 WB On Ramp * I * • ** • •••* * * *• ** * * * ** •• *I* •••••• Intersection X Donner Pass Rd. 6 80 WB On Ramp Intersection X17 Donner Pass Average * * ** Delay ** * (sec /veh :.. *•••* * *9.3*. * ** * * * ** ** Wor * st * Case • Level • ** Of *** * Service: *** * ** * A Average * * Del* ** *ay (sea /veh). * * * *• * * 9.6 • * * * * ** * * * * * ** *Worst Case * Level * ** Of * Service: * * * * Approach: North South Bound East Bound West Bound Approach: Bound South Pound East Bound ** * West IBOUnd Movement: L - T- R L- T- R L- T- R L- T- R Movement: L - T- R L- T- R L- T- R L- T- R I II II II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 II II II 1 I II II II I Volume Module: Volume Module: Base Vol: 160 364 305 253 0 Base Vol: 160 364 305 253 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Initial Bse: 160 364 305 253 0 Initial Bse: 160 364 305 253 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.00 Added Vol: 0 117 54 9 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.95 PasserByvol: 0 0 0 0 PHF Volume: 168 383 321 266 0 Initial Fut: 160 481 359 262 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Final Vol.: 168 383 321 266 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.9 I II II II I PHF Volume: 168 506 378 276 Critical Gap Module: Reduct Vol: 0 0 0 0 1 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 168 506 378 276 1 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I I II -- II II I Critical Gp: 4.1 xxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxx xxxxx capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxx xxxxx Cnflict Vol: 587 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II 1 Potent cap.: 998 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 998 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 654 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 943 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 943 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 9.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: A * * * * * * * * • * * Level Of Service Module: I . Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 9.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: A * * * * * • • • • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx • Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * • * * * * * * * • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * * Shared LOS: * * • * * • * * * • ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * • 1 IA 1 i■ . Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 11111 11111 ® la 11111 11111 1 1 1 1 1 ® 1 1 1 11111 1 1 1 S 11111111111111111111111111111111111111111111111 r a. a■■ a a a S ar a• r • 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 23 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:48:31 Page 24 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossing.tfx) (R1- 2005GraysCrossing.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ******************** ***************************** *. ** ** * * * * ** *** * * * * * * * * * * * * * * ** *******.*************************************.•** •• * * * * ** * * * * *** * *** * * *.** **** ** Intersection #18 Donner Pass Rd. 6 I -80 EB Off Ramp Intersection #18 Donner Pass Rd. 6 I -80 EB Off Ramp •************************************************ ************* ***** * ** * *.. *.. *.. ************************************************* ************** *******.*****...4 Average Delay (sec /veh): 14.3 Worst Case Level Of Service: B Average Delay (sec /veh): 16.5 worst Case Level Of Service: C *************.****************** **************** ** * * * * * * ***-* * * *** * * ** * «u * ** * ** **************************.***.******.*********** * ** ** * * *•** * * * * * * *** * * * * ** * **** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I I I I I I I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I II II II I I II II II I Volume Module: volume Module: Base Vol: 0 450 305 74 280 Base Vol: 450 305 74 280 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 0 450 305 74 280 Initial Bse: 450 305 74 280 User Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 107 54 10 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 0 474 321 78 295 Initial Fut: 557 359 84 280 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 0 474 321 78 295 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 I II II II I PHF Volume: 586 378 88 295 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx - 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 586 378 88 295 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp:xxxxx xxxx xxxx xxxx xxxx xxxx 6.4 xxx 6.2 xxxx xxx xxxx Capacity Module: FollowUpTim:xxxxx xxxx xxxx xxxx xxxx xxxx 3.5 xxx 3.3 xxxxx xxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 795 xxxx 321 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 359 xxxx 724 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 359 xxxx 724 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 964 xxxx 378 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 285 xxxx 673 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 285 xxxx 673 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 17.8 xxxx 13.3 xxxxx xxxx xxxxx I II II II I LOS by Move: • * * * • * C • * B * Level Of Service Module: Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 23.2 xxxx 14.4 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: ' * * * C * B • • • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTA - RT LT - LTR - RT Shared LOS: * . * • * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 14.3 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * B * Shared LOS: * • • * • * * 4 * * * ApproachDel: xxxxxx xxxxxx 16.5 xxxxxx ^ ApproachLOS: • * C * tU• Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Daily Traffic - Weekend Wed May 14, 2003 15:55:34 Page 1 -1 Daily Traffic - Weekend Wed May 14, 2003 15:55:34 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD. tfx) Scenario Report Trip Generation Report . Scenario: Daily Traffic - Weekend - Forecast for Daily - Weekend Command: Default Command Volume: Daily Traffic - Weekend Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 8 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee I Trip Generation: • Daily Traffic - Weekend : Trip Distribution: Base Paths: Default Paths 1 Planning Are 163.00 Single Family 3:33 3.32 543 541 1084 10.9 Routes: Default Routes Zone 1 Subtotal 543 541 1084 10.9 Configuration: Default Configuration 2 Planning Are 134.00 Single Family 3.33 3.32 446 445 891 8.9 Zone 2 Subtotal 446 445 691 8.9 3 Planning Are 58.00 Single Famile 3.33 3.32 193 193 386 3.9 Zone 3 Subtotal 193 193 386 3.9 4 Planning Are 24.00 Single Family 3.33 3.32 80 80 160 1.6 ' Zone 4 Subtotal 80 80 1 1.6 5 Planning Are 18.00 Golf Course 9.89 9.88 176 178 356 3.6 5 Planning Are 5.00 Fitness Center 15.23 15.22 76 76 152 1.5 Zone 5 subtotal 254 254 508 5.1 1 6 Planning Are 54.00 Single Family 3.33 3.32 180 179 359 3.6 Zone 6 Subtotal 180 179 359 3.6 1 7 Planning Are 34.00 Single Family 3.33 3.32 113 113 226 2.3 Zone 7 Subtotal 113 113 226 2.3 8 Planning Are 115.00 Apartment /Loft 3.20 3.19 368 367 7 7.4 B Planning Are 120.00 Lodge 5.76 5.75 691 690 1381 13.8 Zone 8 Subtotal 1059 1057 2116 21.2 1 9 Planning Are 60.00 Multi - Family 2.51 2.50 151 150 301 3.0 Zone 9 Subtotal 151 150 301 3.0 10 Church 17.50 Church 4.32 4.31 76 75 151 1.5 Zone 10 Subtotal 76 75 151 1.5 11 Planning Are 34.80 Specialty Reta 18.71 18.71 651 651 1302 13.1 11 Planning Are 4.10 Office 1.06 1.05 4 4 18 0.1 11 Planning Are 16.00 Gas Station 72.44 72.43 1159 1159 2318 23.2 ' 11 Planning Are 15.00 Church 4.32 4.31 65 65 130 1.3 11 Planning Are 7.20 Community Cent 2.28 2.27 16 16 32 0.3 Zone 11 Subtotal 1895 1895 3790 38.0 1 TOTAL 4990 4982 9972 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, co I NM - ® - 111111 r - 111111111 • 11111111 a a - IS Inn - all - 11111111111111111•11111111111111111111.1111111111111111S•1•1111111111111111111111111111111111111111111111' SIM Daily Traffic - Weekend Wed May 14, 2003 15:55:34 Page 3 -1 Daily Traffic - Weekend Wed May 14, 2003 15:55:34 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD.tfx) (R1- 2005GraysCrossingNTD.tfx) Trip Distribution Report Link Volume Report Daily - Weekend Percent Of Trips Base Volume NB Link SB Link EB Link WB Link Total To Gates Type In Out Total In Out Total In Out Total In Out Total Volume 1 2 3 4 5 6 7 8 9 10 11 Zone Bi SR 89 6 Rainbow Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 265 265 530 136 136 272 0 0 0 129 129 258 1060 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 265 265 530 136 136 272 0 0 0 129 129 258 1060 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 B2 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 2467 2464 4931 266 265 531 698 700 1398 2326 2328 4654 11514 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 2467 2464 4931 266 265 531 698 700 1398 2326 2328 4654 11514 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 83 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 D 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 623 625 1248 89 89 178 700 698 1398 2824 Total 0 0 0 623 625 1248 89 89 178 700 698 1398 2824 To Gates 12 13 14 15 16 17 18 19 20 21 22 84 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1487 1488 2975 0 0 0 2328 2326 4654 1253 1254 2507 10136 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 1487 1488 2975 0 0 0 2328 2326 4654 1253 1254 2507 10136 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 A5 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 179 179 358 0 0 0 1253 1253 2506 1122 1122 2244 5108 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 179 179 358 0 0 0 1253 1253 2506 1122 1122 2244 5108 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 515 513 1028 106 108 214 1122 1122 2244 642 642 1284 4770 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 515 513 1028 106 108 214 1122 1122 2244 642 642 1284 4770 To Gates A7 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 87 85 172 642 643 1285 558 559 1117 2574 Total 0 0 0 87 85 172 642 643 1285 558 559 1117 2574 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 . 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #8 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 80 80 160 443 444 887 559 558 1117 45 45 90 2254 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 80 80 160 443 444 887 559 558 1117 45 45 90 2254 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #10 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 2767 3250 6017 2464 2468 4932 1356 867 2223 1727 1729 3456 16628 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 2767 3250 6017 2464 2468 4932 1356 867 2223 1727 1729 3456 16628 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO . Daily Traffic - Weekend Wed May 14, 2003 15:55:34 Page 4 -2 Daily Traffic - Weekend Wed May 14, 2003 15:55:34 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2005GraysCrossingNTD. tfx) (R1- 2005GraysCrossingNTD.tfx) Volume NB Link SB Link EB Link WB Link Total Volume NB Link SB Link ED Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume Type In Out Total In Out Total In Out Total In Out Total Volume kll SR 267 & I -80 WB Off /On Ramp #20 Donner Pass Rd. a Bridge St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 2381 1314 3695 3250 2766 6016 0 1936 1936 385 0 385 12032 Added 230 229 459 0 0 0 628 126 754 275 778 1053 2266 Total 2381 1314 3695 3250 2766 6016 0 1936 1936 385 0 385 12032 Total 230 229 459 0 0 0 628 126 754 275 778 1053 2266 #12 SR 267 6 I -80 EB Off /On Ramp #21 Bridge St. & West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 931 930 1861 1315 2381 3696 1450 0 1450 0 385 385 7392 Added 161 160 321 229 230 459 69 69 138 0 0 0 918 Total 931 930 1861 1315 2381 3696 1450 0 1450 0 385 385 7392 Total 161 160 321 229 230 459 69 69 138 0 0 0 918 #13 SR 267 6 Brockway #53 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 659 658 1317 929 931 1860 272 271 543 0 0 0 3720 Added 0 0 0 206 0 206 252 252 504 126 332 458 1168 Total 659 658 1317 929 931 1860 272 271 543 0 0 0 3720 Total 0 0 0 206 0 206 252 252 504 126 332 458 1168 #14 SR 267 6 Schaffer Mill Rd. #54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 477 476 953 658 660 1318 69 69 138 114 113 227 2636 Added 296 0 296 296 296 592 0 0 0 0 296 296 1184 Total 477 476 953 658 660 1318 69 69 138 114 113 227 2636 Total 296 0 296 296 296 592 0 0 0 0 296 296 1184 #15 SR 267 s Northstar Dr. #60 I Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 • Added 363 363 726 476 476 952 113 113 226 0 0 0 1904 Added 380 381 761 381 380 761 0 0 0 0 0 0 1522 Total 363 363 726 476 476 952 113 113 226 0 0 0 1904 Total 380 381 761 381 380 761 0 0 0 0 0 0 1522 #16 Donner Pass Rd. a Pioneer Trails #68 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1173 684 1857 867 1356 2223 183 183 366 0 0 0 4446 Added 180 181 361 0 0 0 181 180 361 0 0 0 722 Total 1173 684 1857 867 1356 2223 183 183 366 0 0 0 4446 Total 180 181 361 0 0 0 181 180 361 0 0 0 722 #17 Donner Pass Rd. s I -80 WB On Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1173 608 1781 684 1173 1857 0 76 76 0 0 0 3714 Total 1173 608 1781 684 1173 1857 0 76 76 0 0 0 3714 #18 Donner Pass Rd. & I -00 EB Off Ramp • Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1111 608 1719 608 1173 1781 62 0 62 0 0 0 3562 Total 1111 608 1719 608 1173 1781 62 0 62 0 0 0 3562 #19 Donner Pass Rd. 6 Glenahire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 334 333 667 0 0 0 778 275 1053 608 1112 1720 3440 Total 334 333 667 0 0 0 778 275 1053 608 1112 1720 3440 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO a ® a a as ara an IS a a IS a I= OMB IIINI MI a 1 1 2005 No Project and Plus Project Intersection LOS With Mitigation Measures ' Summer Weekday PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • • • 2005 PM Peak - Weekday Thu May 15, 2003 12:38:31 Page 1 -1 2005 PM Peak - Weekday Thu May 15, 2003 12:38:31 Page 2 -1 2005 Gray's Crossing 2005 Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2005GraysCrossingwith Mitigation.tfx) (R1- 2005GraysCrossingwith Mitigation.tfx) Scenario Report Trip Generation Report Scenario: 2005 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: '2023 PM Peak - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry M Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 163.00 Single Family 0.39 0.26 64 42 106 13.4 Routes: Default Routes Zone 1 Subtotal 64 42 106 13.4 Configuration: Default Configuration , 2 Planning Are 134.00 Single Family 0.39 0.26 52 35 187 11.0 Zone 2 Subtotal 52 35 '87 11.0 3 Planning Are 50.00 Single Famile 0.39 0.26 23 15 1 38 4.8 Zone 3 Subtotal 23 15 x,38 4.8 4 Planning Are 24.00 Single Family 0.39 0.26 9 6 15 1.9 Zone 4 Subtotal 9 6 15 1.9 5 Planning Are 18.00 Golf Course 0.61 0.77 11 14 95 3.2 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.4 zone 5 subtotal 18 18 36 4.6 6 Planning Are 54.00 Single Family 0.39 0.26 21 14 1 35 4.4 Zone 6 Subtotal 21 14 35 4.4 7 Planning Are 34.00 Single Family 0.39 0.26 13 9 22 2.8 Zone 7 Subtotal 13 9 22 2.8 8 Planning Are 115.00 Apartment /Loft 0.42 0.20 48 23 71 9.0 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 6.4 Zone 8 Subtotal 70 52 122 15.4 9 Planning Are 60.00 Multi- Family 0.29 0.18 17 11 28 3.5 Zone 9 subtotal 17 11 28 3.5 10 church 17.50 Church 0.32 0.27 6 5 7.1 1.4 Zone 10 Subtotal 6 5 i l l 1.4 11 Planning Are 34.80 Specialty Rota 0.99 1.32 34 46 80 10.1 . 11 Planning Are 4.10 Office 0.22 1.10 1 5 I 6 0.8 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 24.0 11 Planning Are 15.00 Church 0.32 0.27 5 4 1 9 1.1 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 I 6 0.8 Zone 11 Subtotal 137 154 2 36.8 1 TOTAL 430 361 7191 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 11116 a a� ma 11 11 a r ai a s a a s a• OM • n an a.s -■a OM MI a•• a• OM MI • all a a a all all • 2005 PM Peak - Weekday Thu May 15, 2003 12:38 :31 Page 3 -1 2005 PM Peak - Weekday Thu May 15, 2003 12:38:31 Page 4 -1 2005 Gray's Crossing 2005 Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2005GraysCrossingwith Mitigation.tfx) (R1- 2005GraysCrossingwith Mitigation.tfx) Trip Distribution Report Turning Movement Report Base PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone #1 SR 89 6 Rainbow Dr. Base 0 285 115 5 255 0 0 0 0 55 0 5 72D 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 10 10 0 12 0 0 0 0 10 0 0 42 2 2.5 0.8 0.8 8.3 4.2 10.D 8.3 5.8 1.7 2.5 7.5 Total 0 295 125 5 267 0 0 0 0 65 0 5 762 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 #2 SR 89 s Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 130 390 70 5 300 10 10 5 170 50 10 5 1155 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 56 3 169 16 3 3 2 14 38 142 18 15 479 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 166 393 239 21 303 13 12 19 208 192 28 20 1634 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 #3 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 120 0 0 0 0 50 0 135 70 0 375 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 47 0 0 1 6 0 0 6 70 130 Total 0 0 120 47 0 0 1 56 0 135 76 70 505 To Gates 12 13 14 15 16 17 18 19 20 21 22 #4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 75 0 0 60 0 135, Added 93 0 15 0 0 0 0 109 90 16 82 0 405 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 93 0 15 0 0 0 0 184 90 16 142 0 540 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 #5 Prosser Dam Rd. 4 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 12 0 2 0 0 0 0 106 18 3 85 0 226 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 12 0 2 0 0 0 0 181 16 3 145 0 361 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 #6 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 35 2 6 0 1 7 11 67 30 4 46 0 209 11 3.0 0.0 0.0 0.0 0.0 , 0.0 0.0 0.0 0.0 0.0 14.0 Total 35 2. 6 0 1 7 11 142 30 4 106 0 344 To Gates #7 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 Zone Added 0 0 0 0 0 7 10 63 0 0 44 0 124 Total 0 0 0 0 0 7 10 138 0 0 104 0 259 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #8 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 ' 20 0 0 5 10 160 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 6 0 0 0 0 35 51 3 9 0 3 0 107 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 6 0 0 5 0 90 116 23 9 0 8 10 267 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #10 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 210 275 0 0 205 310 315 0 115 0 0 0 1430 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 141 92 3 138 41 84 36 0 98 23 3 659 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 210 402 106 12 334 351 399 36 115 107 23 17 2112 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekday Thu May 15, 2003 12:38:31 Page 4 -2 2005 PM Peak - Weekday Thu May 15, 2003 12:38:31 Page 4 -3 2005 Gray's Crossing 2005 Gray's Crossing with Mitigation Measures with Mitigation Measures I (R1- 2005Grayscrossingwith Mitigation.tfx) (R1- 2005GraysCrossingwith Mitigation.tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #11 SR 267 6 I -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. I Base 515 220 0 0 210 115 0 0 0 220 0 265 1545 Base 140 215 250 10 75 30 45 405 135 215 270 10 1800 Added 0 199 0 0 94 142 0 0 0 0 0 34 469 Added 0 0 21 0 0 0 0 51 6 11 9 0 98 Total 515 419 0 0 304 257 0 0 0 220 0 299 2014 Total 140 215 271 10 75 30 45 456 141 226 279 10 1898 #12 SR 267 6 I -80 EB Off /On Ramp 021 Bridge St. 6 West River St. I Base 0 650 125 305 125 0 85 0 350 0 0 0 1640 Base 60 445 10 30 260 135 140 5 170 10 5 20 1290 Added 0 82 0 28 67 0 117 0 0 0 0 0 294 Added 0 15 0 0 11 5 6 0 0 0 0 0 37 Total 0 732 125 333 192 0 202 0 350 0 0 0 1934 Total 60 460 10 30 271 140 146 5 170 10 5 20 1327 #13 SR 267 & Brockway 053 Base 340 670 15 50 340 90 60 0 420 15 0 40 2040 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 58 0 0 47 20 24 0 0 0 0 0 149 Added 0 0 0 6 0 9 0 24 0 0 9 0 48 Total 340 728 15 50 387 110 84 0 420 15 0 40 2189 Total 0 0 0 6 0 9 0 24 0 0 9 0 48 #14 SR 267 6 Schaffer Mill Rd. #54 Base 40 670 55 80 640 50 145 5 70 60 5 210 2030 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 42 0 8 34 5 6 0 0 0 0 10 105 Added 0 21 0 27 0 0 0 0 0 0 0 0 48 Total 40 712 55 88 674 55 151 5 70 60 5 220 2135 Total 0 21 0 27 0 . 0 0 0 0 0 0 0 48 015 SR 267 6 Northstar Dr. #60 Base 85 595 0 0 525 240 170 0 115 0 0 0 1730 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 31 0 0 26 8 10 0 0 0 0 0 75 Added 0 30 0 0 29 0 0 0 0 0 0 0 59 Total 85 626 0 0 551 248 180 0 115 0 0 0 1805 Total 0 30 0 0 29 0 0 0 0 0 0 0 59 #16 Donner Pass Rd. 6 Pioneer Trails 068 Base 195 280 0 0 190 100 175 0 340 0 0 0 1280 Base 0 0 0 0 0 0 0 0 0 - 0 0 0 0 Added 0 103 0 0 51 13 16 0 0 0 0 0 183 Added 14 0 0 0 0 0 0 0 14 0 0 0 28 Total 195 383 0 0 241 113 191 0 340 0 0 0 1463 Total 14 0 0 0 0 0 0 0 14 0 0 0 28 #17 Donner Pass Rd. 6 I -80 WB On Ramp Base 195 475 0 0 325 205 0 0 0 0 0 0 1200 Added 0 103 0 0 45 6 0 0 0 0 0 0 154 Total 195 578 0 0 370 211 0 0 0 0 0 0 1354 #18 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 585 0 0 325 0 85 0 250 0 0 0 1245 Added 0 96 0 0 45 0 7 0 0 0 0 0 148 Total 0 681 0 0 370 0 92 0 250 0 0 0 1393 #19 Donner Pass Rd. 6 Glenshire Rd. Base 230 0 200 0 0 0 0 320 365 150 430 0 1695 Added 0 0 25 0 0 0 0 72 0 26 19 0 142 Total 230 0 225 0 0 0 0 392 365 176 449 0 1837 . Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO a! ®® KM I— OM I 1•11 MI a a al i UM MI la a 2005 PM Peak - Weekday Thu May 15, 2003 12:38:31 Page 5 -1 2005 PM Peak - Weekday Thu May 15, 2003 12:38:32 Page 5 -2 2005 Gray's Crossing 2005 Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2005GraysCrossingwith Mitigation.tfx) (R1- 2005GraysCrossingwith Mitigation.tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekday Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #11 BR 267 6 I -B0 WB 0ff /On Ramp Base 735 430 1165 325 485 810 0 630 630 485 0 485 3090 61 SR 89 6 Rainbow Dr. Added 199 94 293 236 233 469 0 142 142 34 0 34 938 Base 400 310 710 260 290 550 0 0 0 60 120 180 1440 Total 934 524 1458 561 718 1279 0 772 772 519 0 519 4028 Added 20 22 42 12 10 22 0 0 0 10 10 20 84 Total 420 332 752 272 300 572 0 0 0 70 130 200 1524 X12 SR 267 6 I -80 EB Off /On Ramp Base 775 475 1250 430 735 1165 435 0 435 0 430 430 3280 #2 SR 89 6 Prosser Dam Rd. Added 82 67 149 95 199 294 117 0 117 0 28 28 588 Base 590 520 1110 315 405 720 185 150 335 65 80 145 2310 Total 857 542 1399 525 934 1459 552 0 552 0 458 458 3868 Added 228 183 411 22 20 42 54 77 131 175 199 374 958 Total 818 703 1521 337 425 762 239 227 466 240 279 519 3268 #13 SR 267 6 Brockway Base 1025 775 1800 480 770 1250 480 430 910 55 65 120 4080 63 Alder Dr. 6 Thayer Dr. Added 58 47 105 67 82 149 24 20 44 0 0 0 298 Base 120 135 255 0 0 0 50 70 120 205 170 375 750 Total 1083 822 1905 547 852 1399 504 450 954 55 65 120 4378 Added 0 0 0 47 71 118 7 6 13 76 53 129 260 Total 120 135 255 47 71 118 57 76 133 281 223 504 1010 #14 SR 267 6 Schaffer Mill Rd. Base 765 770 1535 770 1025 1795 220 95 315 275 140 415 4060 #4 Prosser Dam Rd. 6 Road A Added 42 34 76 47 58 105 6 5 11 10 8 18 210 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 807 804 1611 817 1083 1900 226 100 326 285 148 433 4270 Added 108 106 214 0 0 0 199 175 374 98 124 222 810 Total 108 106 214 0 0 0 274 235 509 158 199 357 1080 #15 SR 267 6 Northstar Dr. Base 680 640 1320 765 765 1530 285 325 610 0 0 0 3460 65 Prosser Dam Rd. 6 Road B Added 31 26 57 34 41 75 10 8 18 0 0 0 150 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 711 666 1377 799 806 1605 295 333 628 0 0 0 3610 . Added 14 21 35 0 0 0 124 97 221 88 108 196 452 Total 14 21 35 0 0 0 199 157 356 148 183 331 722 #16 Donner Pass Rd. 6 Pioneer Trails Base 475 530 1005 290 455 745 515 295 810 0 0 0 2560 #6 Prosser Dam Rd. 6 Road C Added 103 51 154 64 119 183 16 13 29 0 0 0 366 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 - Total 578 581 1159 354 574 928 531 308 839 0 0 0 2926 Added 43 35 78 8 13 21 108 88 196 50 73 123 418 Total 43 35 78 8 13 21 183 148 331 110 148 258 688 #17 Donner Pass Rd. 6 1 -80 WB On Ramp Base 670 325 995 530 475 1005 0 400 400 0 0 0 2400 67 Prosser Dam Rd. 6 Road D Added 103 45 148 51 103 154 0 6 6 0 0 0 308 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 773 370 1143 581 578 1159 0 406 406 0 0 0 2708 Added 0 0 0 7 10 17 73 51 124 44 63 107 248 Total 0 0 0 7 10 17 148 111 259 104 138 242 518 #18 Donner Pass Rd. 6 1 -80 EB Off Ramp Base 585 575 1160 325 670 995 335 0 335 0 0 0 2490 #8 Prosser Dam Rd. 6 East Alder Creek Rd. Added 96 45 141 45 103 148 7 0 7 0 0 0 296 Base 0 0 0 60 75 135 85 60 145 15 25 40 320 Total 681 620 1301 370 773 1143 342 0 342 0 0 0 2786 Added 6 9 15 35 51 86 63 44 107 3 3 6 214 Total 6 9 15 95 126 221 148 104 252 18 28 46 534 619 Donner Pass Rd. 6 Glenshire Rd. Base 430 515 945 0 0 0 685 660 1345 580 520 1100 3390 610 SR 89 6 Donner Pass Rd. Added 25 26 51 0 0 0 72 19 91 45 97 142 284 Base 485 320 805 515 590 1105 430 520 950 0 0 0 2860 Total 455 541 996 0 0 0 757 679 1436 625 617 1242 3674 Added 233 236 469 182 228 410 120 64 184 124 131 255 1318 Passey 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 718 556 1274 697 818 1515 550 584 1134 147 154 301 4224 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2005 PM Peak - Weekend Fri May 16, 2003 08:50:46 Page 5 -3 2005 PM Peak - Weekend Fri May 16, 2003 08:50:47 Page 6-1 2005 Gray's Crossing 2005 Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2005GraysCrossingwith Mitigation. tfx) (R1- 2005GraysCrossingwith Mitigation. tfx) Volume NB Link SB Link EP Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change #20 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 22 21 43 0 0 0 59 12 71 26 74 100 214 # 2 SR 89 6 Prosser Dam Rd. B 6.8 0.609 E 41.4 1.082 +34.631 D/V Total 22 21 43 0 0 0 59 12 71 26 74 100 214 # 10 SR 89 6 Donner Pass Rd. B 19.3 0.515 C 30.0 0.756 +10.744 D/V #21 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 15 15 30 21 22 43 7 6 13 0 0 0 86 Total 15 15 30 21 22 43 7 6 13 0 0 0 86 #53 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 19 0 19 24 24 48 12 31 43 110 Total 0 0 0 19 0 19 24 24 48 12 31 43 110 #54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 27 0 27 28 27 55 0 0 0 0 28 28 110 Total 27 0 27 29 27 55 0 0 0 0 28 28 110 #60 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 32 37 69 37 32 69 0 0 0 0 0 0 138 Total 32 37 69 37 32 69 0 0 0 0 0 0 138 #68 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 18 34 0 0 0 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO r"' - s I r — . 4 1 E — o r , — � ,. 1 i 1 1 1 wit n a a a a a sr al a 111111 a s a •ate a 111111 1 NIB 2005 PM Peak - Weekend Fri May 16, 2003 08:50:47 Page 7 -1 2005 PM Peak - Weekend Fri May 16, 2003 08:50:47 Page 8 -1 2005 Gray's Crossing - 2005 Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2005GraysCrossingwith Mitigation.tfx) (R1- 2005GraysCrossingwith Mitigation.tfx) Level Of Service Computation Report Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) 1994 HCM Operations Method (Future Volume Alternative) aaa*** ******************************************* * *** * ***** ** **a * *** * ** **** *** ** .' ************************** a********************** **a* **a*** ** ** *a*** * *a** ***** ** Intersection 02 SR 89 6 Prosser Dam Rd. Intersection 02 SR 89 6 Prosser Dam Rd. *************************************-************ ** ** * *** * *a** ** ****** **** *** *** ***** aaa****************************************** ***** *a***** * *taaa* * ** **** ***a Cycle (sec): 37 Critical Vol. /cap. (X): 0.609 Cycle (sec): 37 Critical Vol. /Cap. (X): 1.082 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 6.8 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 41.4 Optimal Cycle: 39 Level Of Service: B Optimal Cycle: 85 Level Of Service: E ****** a***************************************** * **a** * ** ***** ** *** ** **** * * ***** ****** a* a******************************************* * *** * ****a**** ** * ** ** **** **-* Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L- T- R L- T- R I II II II 1 I II II II I Control: Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 1 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 1 0 1! 1 0 0 0 11 0 0 0 0 1! 0 0 0 0 11 0 0 I II II II I ( II II II I Volume Module: Volume Module: Base Vol: 59 262 55 11 390 16 16 136 60 7 11 Base Vol: 59 262 55 11 390 16 16 5 136 60 7 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 59 262 55 11 390 16 16 136 60 7 11 Initial Bse: 59 262 55 11 390 16 16 5 136 60 7 11 User Ad3: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Added Vol: 78 3 175 18 3 5 3 17 52 171 18 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 62 276 58 12 411 17 17 143 63 7 12 Initial Fut: 137 265 230 29 393 21 19 22 188 231 25 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 62 276 58 12 411 17 17 143 63 7 12 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0:95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 PHF Volume: 144 279 242 31 414 22 20 23 198 243 26 29 MLF Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 65 290 61 12 411 17 17 143 63 7 12 Reduced Vol: 144 279 242 31 414 22 20 23 198 243 26 29 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 saturation Flow Module: MLF Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final vol.: 151 293 254 31 414 22 20 23 198 243 26 29 Adjustment: 0.97 0.97 0.97 0.87 0.87 0.87 0.75 0.75 0.75 0.61 0.61 0.61 I II II II I Lanes: 1.17 1.51 0.32 0.03 0.93 0.04 0.10 0.03 0.87 0.77 0.08 0.15 Saturation Flow Module: Final Sat.: 2156 2788 586 45 1548 64 147 43 1233 886 98 169 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II II II 1 Adjustment: 0.94 0.94 0.94 0.77 0.77 0.77 0.71 0.71 0.71 0.45 0.45 0.45 Capacity Analysis Module: Lanes: 1.24 0.94 0.82 0.06 0.89 0.05 0.08 0.10 0.82 0.81 0.09 0.10 Vol /Sat: 0.03 0.10 0.10 0.27 0.27 0.27 0.12 0.12 0.12 0.07 0.07 0.07 Final Sat.: 2220 1682 1458 98 1304 69 112 129 1110 703 75 84 Grit Moves: *** **** **** I II II II I Green /Cycle: 0.05 0.49 0.49 0.44 0.44 0.44 0.19 0.19 0.19 0.19 0.19 0.19 Capacity Analysis Module: Volume /Cap: 0.61 0.21 0.21 0.61 0.61 0.61 0.61 0.61 0.61 0.37 0.37 0.37 Vol /Sat: 0.07 0.17 0.17 0.32 0.32 0.32 0.18 0.18 0.18 0.35 0.35 0.35 Delay /Veh: 12.3 3.5 3.5 6.3 6.3 6.3 11.7 11.7 11.7 8.9 8.9 8.9 Crit Moves: User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.06 0.36 0.36 0.29 0.29 0.29 0.32 0.32 0.32 0.32 0.32 0.32 AdjDel /Veh: 12.3 3.5 3.5 6.3 6.3 6.3 11.7 11.7 11.7 8.9 8.9 8.9 Volume /Cap: 1.08 0.49 0.49 1.08 1.08 1.08 0.56 0.56 0.56 1.08 1.08 LOB DesignQueue: 1 3 1 0 5 0 0 0 2 1 0 0 Delay /Veh: 64.9 6.2 6.2 68.8 68.8 68.8 8.0 8.0 8.0 78.1 78.1 78.1 ** a******** a******aa* a»*********a a******* aa***** * * * * * * ** * * * * *a*** ** * * * * * * * * * *a* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 64.9 6.2 6.2 68.8 68.8 68.8 8.0 8.0 8.0 78.1 78.1 78.1 DesignQueue: 3 4 4 0 6 0 0 0 3 4 0 0 ** ***** * **a* **** **** * ** * ** aaa ******** *** ** * * * * *** **a *** * ** *aaa * *a** * * ** ****** *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekend Fri May 16, 2003 08:50:47 Page 9 -1 2005 PM Peak - Weekend Fit May 16, 2003 08:50:47 Page 10 -1 2005 Gray's Crossing 2005 Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2005GraysCrossingwith Mitigation.tfx) (R1- 2005GraysCrossingwith Mitigation.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 ECM Operations Method (Future Volume Alternative) * * * * * *a «aa.*. «...* aaa * ******* ********** **vi* * ** **vivivi « ***** ****via* ***a **a *****.a ** vie** vi* via e**«********** « * * «vi****** ** * *exx****viaa*.viviae ***via* Intersection #10 SR 89 s Donner Pass Rd. Intersection #10 SR 89 6 Donner Pass Rd. *************ae***** ******* ***** *v* ****vi*v*** «* * **vi vi** :aaa *evi* *e * *** **a** ************************* vi********* * * *vvviee** ** * * ******* *evi*vivie* *v «aaa Cycle (sec): 75 Critical Vol. /Cap. (X): 0.515 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.756 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 19.3 Loss Time (sec): 16 (Y +R ■ 4 sec) Average Delay (sec /veh): 30.0 Optimal Cycle: a a ** a x aaa ** * ** *Level ** * * * **race: ce: *** * * ** * ** * ** B ** cycle:OPTIMIZED Y*** * * ** _ **..LevLevel ** ********:: ********* 1. a . « a * ** . a 4 * Level «Of i* « *e tiaal « cleOPTIaIZED a « e. Of Serviceex L « Caa a Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound test Bound West Bound Movement: L- T- R L - T - R L - T- R L- T- R Movement: L- T- R L- T- R L - T - R L- T- A I I I I I II I ! I I // I I I Control: Protected Protected Split Phase Split Phase Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 1! 0 0 I II II II 1 1 11 11 II I Volume Module: Volume Module: Base Vol: 189 229 265 321 147 129 Base Vol: 189 229 0 265 321 147 0 129 0 0 0 Growth Adj: 1.00 1.00 2.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 229 265 321 147 129 Initial Bse: 189 229 0 265 321 147 0 229 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 159 106 171 52 94 41 0 119 27 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 199 241 279 338 155 136 Initial Fut: 189 374 120 1 427 373 241 41 129 128 27 17 Redact Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 199 241 279 338 155 136 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 199 394 126 1 449 393 254 43 136 135 28 18 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 199 241 279 338 155 136 Reduced Vol: 199 394 126 1 449 393 254 43 136 135 28 18 I II II II I PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1,00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 199 394 126 1 449 393 254 43 136 135 28 18 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 I II II 11 I Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 1805 1900 0 1900 1900 1615 1805 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 II I Adjustment: 0.95 0.96 0.96 0.95 1.00 0.85 0.90 0.84 0.84 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.76 0.24 1.00 1.00 1.00 1.00 0.24 0.76 0.75 0.15 0.10 Vol /Sat: on 0.13 0.00 0.00 0.15 0.21 0.09 0.00 0.08 0.00 0.00 0.00 Final Sat.: 1805 1388 444 1805 1900 1615 1715 384 1215 1348 280 180 Crit moves: *** **** «*' I II II II I Green /Cycle: 0.21 0.62 0.00 0.00 0.41 0.41 0.17 0.00 0.17 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.52 0.20 0.00 0.00 0.36 0.52 0.52 0.00 0.51 0.00 0,00 0.00 Vol /sat: 0.11 0.28 0.28 0.01 0.24 0.24 0.15 0.11 0.11 0.10 0.10 0.10 Delay /Veh: 27.2 6.3 0.0 0.0 15.8 17.4 30.0 0.0 30.0 0.0 0.0 0.0 Crit Moves: " v ' **av * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.15 0.45 0.45 0.01 0.31 0.31 0.20 0.20 0.20 0.13 0.13 0.13 AdjDel /Veh: 27.2 6.3 0.0 0.0 15.8 17.4 30.0 0.0 30.0 0.0 0.0 0.0 Volume /Cap: 0.76 0.64 0.64 0.64 0.76 0.78 0.76 0.57 0.57 0.76 0.76 0.76 DesignQueue: 7 4 0 0 7 9 6 0 5 0 0 0 Delay /Veh: 42.6 17.7 17.7 87.9 28.7 31.0 34.2 28.4 28.4 44.3 44.3 44.3 e*** via**a e* aa** e«*e viv««* evi*aa e***vi vi *ee*ca *aa* ***v* *aa «vi * *eexx ** *v User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 42.6 17.7 17.7 87.9 26.7 31.0 34.2 28.4 28.4 44.3 44.3 44.3 DesignQueue: 7 10 3 1 14 12 9 1 5 5 1 1 evi***********aeva* ************** * ******eeea * ****vi viaea* ** **vie** * ****** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO a s all an at S a SS MI Oi, a S WI IS .IS ,s Sell Mt I 2023 No Third Tahoe Dormer Connector No Project and Plus Project Intersection LOS Summer Weekday PM Peak Hour I I I 1 I I I 1 1 I l I 1 I t • • 2023 PM Peak - Weekday Wed May 14, 2003 15:32:34 Page 1 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:32:34 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD.tfx) (R1- 2023GraysCrossingNTD. tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2023 PM Peak - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 8 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 163.00 single Family 0.39 0.26 64 42 106 13.4 Routes: Default Routes Zone 1 Subtotal 64 42 106 13.4 Configuration: Default Configuration 2 Planning Are 134.00 Single Family 0.39 0.26 52 35 87 11.0 Zone 2 Subtotal 52 35 87 11.0 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.8 Zone 3 Subtotal 23 15 38 4.8 4 Planning Are 24.00 Single Family 0.39 0.26 9 6 15 1.9 Zone 4 Subtotal 9 6 15 1.9 5 Planning Are 18.00 Golf Course 0.61 0.77 11 14 25 3.2 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.4 Zone 5 Subtotal 18 18 36 4.6 6 Planning Are 54.00 Single Family 0.39 0.26 21 14 35 4.4 Zone 6 Subtotal 21 14 35 4.4 7 Planning Are 34.00 Single Family 0.39 0.26 13 9 22 2.8 Zone 7 Subtotal 13 9 22 2.8 8 Planning Are 115.00 Apartment /Loft 0.42 0.20 48 23 71 9.0 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 6.4 Zone 8 Subtotal 70 52 122 15.4 9 Planning Are 60.00 Multi- Family 0.29 0.18 17 11 28 3.5 Zone 9 Subtotal 17 11 28 3.5 10 Church 17.50 Church 0.32 0.27 6 5 11 1.4 Zone 10 Subtotal 6 5 11 1.4 11 Planning Are 34.80 Specialty Reta 0.99 1.32 34 46 80 10.1 11 Planning Are 4.10 Office 0.22 1.10 1 5 6 0.8 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 24.0 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.1 - 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 '6 0.8 Zone 11 subtotal 137 154 291 36.8 TOTAL 430 361 791 100.0 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Me 1E11 all a a S. ia at a r at ' MS Sr w a s a r ter rrr _a 2023 PM Peak - Weekday Wed May 14, 2003 15:32:34 Page 3 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:32:34 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD.tfx) Trip Distribution Report Turning Movement Report No Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone Al SR 89 6 Rainbow Dr. Base 0 470 245 0 210 0 0 0 0 120 0 0 1045 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 10 10 0 12 0 0 0 0 10 0 0 42 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 480 255 0 222 0 0 0 0 130 0 0 1087 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 N2 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 200 705 125 5 455 10 10 10 200 75 10 0 1805 6 - 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 56 3 169 16 3 3 2 14 38 142 18 15 479 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 256 708 294 21 458 13 12 24 238 217 28 15 2284 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 M3 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 115 0 115 0 0 0 0 50 0 210 70 0 560 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 47 0 0 1 6 0 0 6 70 130 Total 115 0 115 47 0 0 1 56 0 210 76 70 690 To Gates 12 13 14 15 16 17 . 18 19 20 21 22 04 Prosser Dam Rd. 6 Road A zone Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Added 93 0 15 0 0 0 0 109 90 16 82 0 405 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 93 0 15 0 0 0 0 254 90 16 167 0 635 2 4.2 0.3 0.0 D.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 #5 Prosser Dam Rd. 6 Road 8 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 12 0 2 0 0 0 0 106 18 3 85 0 226 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 12 0 2 0 0 0 0 251 18 3 170 0 456 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 46 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 35 2 6 0 1 7 11 67 30 4 46 0 209 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 35 2 6 0 1 7 11 212 30 4 131 0 439 To Gates 47 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0- 0 0 0 0 145 0 0 85 0 230 Zone Added 0 0 0 0 0 7 10 63 0 0 44 0 124 Total 0 - 0 0 0 0 7 10 208 0 0 129 0 354 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 80 0 0 30 10 245 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 6 0 0 0 0 35 51 3 9 0 3 0 107 . 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 6 0 0 5 0 90 116 83 9 0 33 10 352 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 810 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 425 515 0 0 220 410 515 0 160 0 0 0 2245 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 141 92 3 138 41 84 36 0 98 23 3 659 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 425 642 106 12 349 451 599 36 160 107 23 17 2927 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) -2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 13 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 14 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingflTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method ( Base Volume Alternative) 2000 ROM Unsignalized i (Future Volume Alternative) a x.0 :r.. 0ax ** * **.* *a..ae* * Meta.. * B ata * cola ** * al*a *aaa« *r .. * ".. axr.. *.. a. a ** ** * * * * * s 2 0 0 0 aaa a*** trata * a* *aaa * « * *aaa aaa* Alte rnat v e* . « » :0 * *a. rr Intersection 84 rosse ** Pr Dam Rd. 6 Road A Intersection ****** ** ** * * * * * * * * * * * * * * *M * * * *** * * * * *r * ** * 44 Prosser Dam Rd. & Road A *as ***** *t r ****a as aaa *e * * *0. * * * * * *a* M M aaaaa*** *x *00 * * * ** *aaar***t* ** ** Prosser Mae x a aaa * a * a ter e t scion *x r ♦ 2 .aaa Average Delay ** 0.0Worst Case Level Of Service: A Average Delay (sec /veh):13.2Worst Case Level Of Service:B * ***r 0 * **** *Mx **** * * * * * ** * a**** * *** ***a ** *a **** * *a ****** * *** *r ** ***t * ***** ** **♦ ** x * * *rat * *a *** ** * ** **aaa * * * ***a **a *: ** * ..aaaaa: ****** * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I - I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 I II It II I I II II II I Volume Module: Volume Module: Base Vol: 0 0 145 85 Base Vol: 0 0 145 0 0 85 Growth Adj: 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial ase: 0 0 145 85' Initial Bse: 0 0 145 0 0 85 User Adj: 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: 93 15 109 90 16 82 PHF Adj: 0.95 0.9 0.9 0.95 0.9 0.9 0.9 0.95 0.9 0.9 0.95 0.9 PasserByVol: 0 - 0 0 0 0 0 PHP Volume: 0 0 153 89 Initial Fut: 93 15 254 90 16 167 Reduct Vol: 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 0 0 153 89 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 I II II II I PHF Volume: 98 16 267 95 17 176 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 98 16 267 95 17 176 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx critical Gap Module: I II II II I Critical Gp: 6.4 xxx 6.2 xxxxx xxx xxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: .. FollowUpTim: 3.5 xxx 3.3 xxxxx xxx xxxx - xxxxx xxxx xxxxx 2.2 xxxx xxxxx Cn£lict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 524 xxxx 315 xxxx xxxx xxxxx xxxx xxxx xxxxx 362 xxxx xxxxx I II II II I Potent Cap.: 517 xxxx 730 xxxx xxxx xxxxx xxxx xxxx xxxxx 1208 xxxx xxxxx Level Of Service Module: Move Cap.: 511 xxxx 730 xxxx xxxx xxxxx xxxx xxxx xxxxx 1208 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: * * * * * * * * * * " * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 13.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.0 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * * * * * A * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RI LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx 730 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 10.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * Shared LOS: * * B * • * * * * * * ApproachDel: 13.2 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * a5 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO .....as rV ,S--- ice rte' ,.+1' .r '• i.••• OD 'nanua0 ' 0957 01 pasuaOT7 'sassy 6 uTTMOO 000Z 3 ) 5I0T'S'L xT ; ;ezL 00 'zeAua0 ' 0857 01 pasu90T5 •30SS1 6uTIMO1 0002 3 ) SIOI'S'L xT;3ezL 1 • H :50740eoaddy xxxxxx xxxxxx xxxxxx CST :Tepyoeozddy a :507 Paxe45 :s07yoeooddy XXXXX xxxx XXXXX xxxxx XXXX XXXXX XXXXX xxxx xxxxx L'6 xxxx xxxxx :TaQd1S pzUS xxxxxx xxxxxx xxxxxx xxxxxx :Tegyoeoxddy XXXXX xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx Ott xxxx xxxx :•de0 paz6US :507 pazeeS III - 417 - in I4 - 417 - 17 Lu - 417 - S7 Lit - WI - in :luaeanoW xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx zxxxx :TOOd1S pogs a H :enox Aq 807 xxxxx XXXX xxxx XXXXX XXXX xxxx 0 xxxx XXXX 0 xxxx xxxx :'de0 peoegS xxxxx xxxx 8' xxxxx xxxx xxxxx xxxxx XXXX xxxxx xxxxx xxxx S :1 Poddous SU - 4L7 - II 14 - an7 - S7 le - 417 - 17 DI - 411 - 17 :luawanoW :alnpoW a3Tn005 30 Tan :anoW Aq 507 1 II II II I xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xzxxx: Tap paddoas xxxxx xxxx 1621 xxxxx xxxx xxxx XXXXX xxxx XXXX OLL xxxx E95 :4de0 OAOW :alnpoW a3T4I05 ;0 Tana5 xxxxx xxxx I6ZI xxxxx xxxx xxxx xxxxx xxxx xxxx 0LL xxxx 995 :'des lu0;od I II II II 1 xxxxx xxxx £92 xxxxx xxxx xxxx xxxxx xxxx xxx 6L2 xxxx 6S6 :T0A 1oTTJu3 XXXXX xxxx xxxx xxXXX xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx :•de0 94OW :alnpoW Alpede0 xxxxx xxxx XXXX XXXXX xxxx XXXX XXXXX xxxx XXXX XXXXX XXXX xxxx :.deg lualod 1 11 II II I XXXXX xxxx XXXX xxxxx XXXX xxxx XXXXX XXXX XXXX XXXXX xxxx xxxx :104 4 xxxx xxxx 3'3 XXXXX xxxx XXXX XXXXX XXX zzxz E'E xxxx S•E :mTIdOMO11o3 :aTnpoW AyFoede0 XXXX XXXX T'D XXXXX xxxx xxxx XXXXX XXX xxxx 3'g xxxx 9'g :ds Te3F1T13 I 11 II II I :alnpoW deo 103T1Tz3 XXXXX XXXX xzxxx xxxzz XXXX XXXXX xxxxx XXXX xxxxx xxxxx XXXX xxxxx nuTLdOMOTiO3 6LI E 61 692 2 ET :'TOA TeuT3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx:d5 10011910 0 0 0 0 0 0 :Ton ]0npay :aTnpoW des T0011103 6LI E 61 69Z Z CI :amnion 3Hd I II 11 II • I 6'0 56'0 S6'0 56'0 S6'0 6'0 6'0 6'0 6'0 56'0 6'0 56'0 :GPV 3Hd 68 0 EST 0 0 0 :'( TeuT3 0'T 00'i 00'I 00'I 00'I 0'I 0'T 0'T 0'I 00'i O'I 00'i IIPV zes0 0 0 0 0 0 0 :T lanpay OLT E BT I5Z Z ZI land TeT1TUI 68 0 EST 0 0 0 :amniO4 3Hd 0 0 0 0 0 0 :IOAAH1assed 6'0 56'0 56'0 6'0 56'0 56'0 6'0 6'0 56'0 6'0 6'0 S6'0 :(PV 3Hd SG E BT 90T 2 ZI :T PaPPV 0'T 00'i 00'T 0'I 00'1 00'i 0'I 0'T 00'I 0'I 0'T 00'i :LPV 1900 56 0 0 S9I 0 0 106 TeTlIuI SG 0 SnI 0 0 0 :a60 1eT1TUI 0'1 00'( 00'I 00'i 00'T 0'I O'I 0'I 0'T 00'i 0'I 00'1 :(PV 4anox9 0'I 00'1 00'1 O'I 00'1 00'T 0'I 0'I 00'T 0'I 0'I 00'T :EPV 414010 S8 0 0 56I 0 0 :TOA 0600 SO 0 SfI 0 0 0 :WA 0600 :alnpoW amnion :alnpoW amn10A 1 11 11 11 I I II II II I 0 1 0 0 I 0 1 0 OT 0 T 0 OT 0 I 0 0 I :saueq 0 1 0 0 T 0 1 0 0 T 0 T 0 0 I 0 1 0 0 1 :Oaue1 apnTOU2 apnTOUI apni3uI 0P0133I :94gATU apnioul apnIOui apnIOUI apnIOUI :0146T4 P0Ti0z]uo3up pa1TO11uo3u0 21615 doIS ubTS dogs :TPx4UO3 p01101430030 paiio14uoou0 u6TS dons u69s dogs :1014303 1 11 11 11 1 I I I I I I I I a - L - 7 a - I - 7 a - I - 7 N- L- I :4ueman014 H - I- 7 a - I- 7 H -I- 7 a - L- 7 :luamanof punoH 1saM Ponca 4603 puno6 41no5 pun04 401oN :woeozddy punoH 4saM p ]sea punoH 4445 PunOH Slaps :goeoaddy ...... ...2. 2.2222222222.....22... 222. 2... ...H..2.2...22....22....xr.22.x 2.... 22 ........ 22.2 2222 22...22.....r...H222222222222ra ..............2x..2.......2..22 O :9314195 30 Tana7 9000 461064 E'II :(404/009) AeTao o5uaany V :00T8za5 JO Tena7 0600 461oM 0'0 :Nan/day) AtTep a6ezany .................................................. .2..x.......................... ...........r...... ....... ....... ....... ..........2.. . ........... .... ...... ....... 0 peoy 9 'pa emu 1as6ozd SB uop386z04u1 H peon 9 'Pe moo 109901d Sq uoT2pas1alul 2.x..22.......22 ..... ...22..........2....x2...... 2.....22.....2.2........2.2.... ...........r .r ( a AT;e .2... 0 OmnToA 0928) P024494. ..2..2..2.... .... 000.1. .......... IanT]eule 3 ;o deaTuo egndm P0 5 JOi 10 14011 OOOZ ( 0212 a ];y e en ToA aced) po475W 051 JOe1 WOH OOOZ 1l oday uoTle]ndwo0 as TnzaS JO Tana7 ll oday uoT4elndmOO aOTnzaS JO Tana7 (x39' OSN6uTssoz3S (XJ4'0LN saaneeaW uoT4e6T1'W Zno4y5M saznse094 uoTOe6F1T0 4 butsso10 s,Aezo 6uTsso1D 2,4910 1-91 abed EO:EE:ST £002 '6I AeW paM AepgaaM - Head lid EZOZ T-SI e6ed EO:EE:ST £006 '6I AeW Peg Aep:19ahl - 100d Wd EZOZ a , air ' S a s as a a a Mt <a a 5! a a " 5 UM a 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 17 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 18 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD.tfx) (R1- 2023GraysCrossingNTO. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsigna`ized Method ( BaseVolume Alternative) 2000 HCM Unsignalized Volume Alternative) a* « .. *.a}e .** *a * *t* * **aa ** * * *s * *et* • « *sas * *•**a• * * **ena e* * * * * * * * *• * * * ** « a* * * ** *s « a**0+*as* *a*• *+aaa**• * *a *a ** * (Future a *e*** aster ***ever * * **** * * * «s*• Intersection 6 Road C Intersection #6 6 Road C + * ** * * * « * * * ** * * * * * ** ** ** *•seat * ** * a* * *ao*aaa * *a* « * *a ** * **ad * s * *a aa*a a x * * « « *« «.• «« * * *** * ** * * * * ** *** **a * *teset•*n * ** * Pr**ae * *a* « to •s * t *** * • a * * * * * * * * * * * «« ** s Average Delay 0.0 Level Of Average Delay 11.7 Worst Case Of B « « * ** * ** ** * * * ** * * ** + * * * * ** * ** * * * * * * *« * ** *e*** * **** ** *x *** * • . * -a**+ * «« *s * * * ****. . * **** *** * * * **** * ** * ** ***x * * * ** a a* ** ** * ** **• * ** **** ** * **** •** * *. « * * * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T - R L - T- R L- T- R I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 I I I I I I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 0 0 145 85 Base Vol: 0 0 0 0 0 145 0 0 85 Growth Adj: 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bse: 0 0 145 85 Initial Bse: 0 0 0 0 0 145 0 0 85 User Adj: 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: 35 2 1 7 11 67 30 4 46 PHF Adj: 0.95 0.9 0.9 0.95 0.9 0.9 0.9 0.95 0.9 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 0 0 153 89 Initial Fut: 35 2 1 7 11 212 30 4 I31 Reduct Vol: 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Final Vol.: 0 0 153 89 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 I II II II I PRF Volume: 37 2 1 7 12 223 32 4 138 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 37 2 1 7 12 223 32 4 138 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 7.1 6.5 6. xxxx 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxx Capacity Module: FollowUpTim: 3.5 4.0 3. xxxx 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 413 408 239 xxxx 424 138 138 xxxx xxxxx 255 xxxx xxxxx I II II II I Potent cap.: 553 536 805 xxxx 525 916 1458 xxxx xxxxx 1322 xxxx xxxxx Level Of Service Module: Move Cap.: 543 530 805 xxxx 519 916 1458 xxxx xxxxx 1322 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: * * * * * * * * * • * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.1 xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx 7.7 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 'xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B • • * • A * A * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * • * * * • * * * Shared Cap.: xxxx xxxx 712 xxxx xxxx 836 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 10.1 xxxxx xxxx 9.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * • * * Shared LOS: * * B * * A * * * * • * ApproachDel: 11.7 9.4 xxxxxx xxxxxx ApproachLOS: B A * • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO a /aai a a till a_ a a a s a al 0. elm a: a a. 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(an5;euaa0TV awni05 eanana) poy486 pezTTeu6TSUn NOV 000Z (esT3euaelTV awntop ase8) p041a) pezTteubrsun N364 0002 t10dea uoT3e;ndwoo aobioos ;O Ta0a7 laodaa u0Tlelndwoo a0ln105 ;O roses Ix ;1' OZNbutss0a3sdeaoEZOZ - La) (x ;TOLN - Ta) 9aanse8W u 1nog1TM samse8W uoTie ;TW an0g1TM 60T55023 s,6eag 6uTss0z3 s,Seao T-0Z abed EO:EE:ST E00Z 'PI 6 e91 peg 6epNeeM - dead Wd EZOZ T abed E0:56:51 E00Z 'PT de/1 PaM dePHaaM - Need NO EZOZ a at , rib as at p : IS et a r S ■ti a r :r IS aI 'a, O. 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 , Page 21 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 22 -1 Gray's crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unslgnalized Method (Base Volume Alternative) HCM Unsignal`*edMethod ( Future Volume Alternative) **************************************4******* xxxx** **x* *xxxx** x * * *`* * * ** * * * * ** * * * *x♦ *xxxx * **** ** ** * xxxx** * *: ** * *xxx *** *+xxxx* * *. * * * * * * * * * ** ` Intersection 48 Prosser Dam Rd. 6 East Alder Creek Rd. Intersection 48 Prosser Dam Rd. 6 East Alder Creek Rd. ** **** ** * *** * * ** ************** ***xxxx***** ** * ******x* *x** * *** *xxxx* **** ** ***** ** ************************************************* *** * *** ** * ******* * ** **** ** * ** ** Average Delay 8.8Worst Case Level Average Worst Of * **** * * ** * * *** *** * *** ****** * *r *** xxxx ** ** * * * * ***** * * * ** * ** * *** ** **x * x xxxx * * ** ** * * **** * ** * *. * * ** * * * * * * * * ** * + * * * ** * *x x * * * * . * * ** * * * . * * * ** * ** ****** * * Approach: North Bound South Round East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II 1 I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 - 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base vol: 5 55 65 80 30 10 Base Vol: 55 65 80 30 10 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Initial Bse: 5 55 65 80 30 10 Initial Bse: 55 65 80 30 10 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Added vol: 35 51 3 3 0 PHF Adj: 0.9 0.9 0.9 0.95 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.95 PasserByVol: 0 0 0 0 0 PHF Volume: 5 58 68 84 32 11 Initial Fut: 90 116 83 33 10 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Final Vol.: 5 58 68 84 32 11 PHF Adj: 0.9 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.95 I II II II I PHF Volume: 95 122 87 35 32 Critical Gap Module: Reduct Vol: 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 95 122 87 35 11 FollowUpTim:xxxxx xxxx xxxxx. 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 7.1 xxxx xxxx 7. xxx 6.2 4.1 xxxx xxxx xxxxx xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx xxxx 3. xxx 3.3 2.2 xxxx xxxx xxxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx 258 xxxx 37 42 xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx 735 xxxx 1041 1580 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx 711 xxxx 1041 1580 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 424 xxxx xxxxx 376 xxxx 40 45 xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 544 xxxx xxxxx 585 xxxx 1037 1576 xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 465 xxxx xxxxx 550 xxxx 1037 1576 xxxx xxxxx xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx 10.1 xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: * • * B * * A * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - AT LT - LTR - RT LT - LTR - RT Stopped Del: 12.8 xxxx xxxxx 11.6 xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 1041 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * B * • A * * * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LIR - RT Shared LOS: * * * * A * * * * * * Shared Cap.: xxxx xxxx 0 xxxx xxxx 1037 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx 8.8 xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * A * Shared LOS: • * * * * A * * * * • * ApproachDel: 12.8 9.0 xxxxxx xxxxxx ApproachLOS: B A * * y '1 51 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • ,111 a l aa s a a i a a a 1.1 a S OS a a a is MN a ■ ; a a a a a a a 'S' a s a is a s a a a la • 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 23 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 24 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD.tfx) (R1- 2023GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ***** *** * * ** * * * * * **** * *x * * * * * *a*** * *x ********* * *** * * ***a*a * **a *a**** * * * *..** ***** ** *** ** * **. * ** .. * * *a * ** x *x * +. *xx xxx *a *x ******** ** ** *****x * * * * * * ** * * *a*** * ***** Intersection #10 SR 89 6 Donner Pass Rd. Intersection 010 SR 89 6 Donner Pass Rd. ****************************** a******************* ** * ***** * * * * *** * ** * ** * ** ** *x** ****************x***************** a************** * ***a* ****aa** *** *************x Average Delay 2534.4 Worst Case Level Of Serv * ice:F Average Delay (sec /veh): OVERFLOW Worst Case Level Of Service: F ** * ** * * ***x * ** **. **a **. . : *.* ****** * e *********a ** * * a * * * . ` x ' * * * ....**.........******************************.m. *** *a* **** * * ****** • .: * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I 1 1 I I 11 II 11 I Control: Uncontrolled Uncontrolled stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 I II II II I 1 II II II 1 Volume Module: Volume Module: Base Vol: 425 515 220 410 515 160 Base Vol: 425 515 0 220 410 515 0 160 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 425 515 220 410 515 160 Initial Bse: 425 515 0 220 410 515 0 160 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 141 92 138 41 84 36 0 98 23 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PassereyVOl: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 447 542 232 432 542 168 Initial Fut: 425 642 106 1 349 451 599 36 160 107 23 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 447 542 232 432 542 169 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II I I I I I PHF Volume: 447 676 112 1 367 475 631 38 168 113 24 18 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 447 676 112 1 367 475 631 38 168 113 24 18 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: 1 - - - - - - - II II II I Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 663 xxxx xxxxx xxxx xxxx xxxxx 1668 xxxx 232 xxxx xxxx xxxxx I II II II 1 Potent Cap.: 935 xxxx xxxxx xxxx xxxx xxxxx 107 xxxx 813 xxxx xxxx xxxxx Capacity Module: Move Cap.: 935 xxxx xxxxx xxxx xxxx xxxxx 67 xxxx 813 xx xx xxxx xxxxx Cnflict Vol: 842 xxxx xxxx 787 xxxx xxxxx 2040 2075 367 2359 2494 732 I II II II I Potent Cap.: 802 xxxx xxxxx 841 xxxx xxxxx 42 54 682 25 29 425 Level Of service Module: Move Cap.: 802 xxxx xxxxx 841 xxxx xxxxx 0 24 682 0 13 425 Stopped Del: 12.3 xxxx xxxxx xxxxx xxxx xxxxx 3318 xxxx 10.6 xxxxx xxxx xxxxx I II II II I LOS by Move: B * * * * * F • B * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - AT LT - LTR - RT Stopped Del: 15.0 xxxx xxxxx 9.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * A * * * * * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - AT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 112 xxxx 0 xxxxx ApproachDel: xxxxxx xxxxxx 2534.4 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 9.3 xxxx xxxxx xxxxx xxxx 478.2 xxxxx xxxx xxxxx ApproachLOS: * F * Shared LOS: * * * A * * * * F * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * F F 763. Oveco Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 25 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 26 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report * * * * 2000 HCM Operations Method (Base Volume 2000 HCM Operations Method (Future Alternative) * « «.*a a . . * *** 1 « ***•x x *aaa. * * * • * a a a a * * * * a. * .aaa ****a«* * *a ** * *...* «aaaa *x» • + ..**. aaaa* «*aaaa* +aaaa** * «a**** *.aaaa *** t as * **a a . **** *** * * *,..** *a «a Intersection X11 SR 267 6 I *80 MR Off /On Ramp # * * * ****Ra . aaa * «« «*aaaa**** .. «. •• Intersection #11 SR 267 6 1-80 WB ***aaaa ** **a *as *Off /On Ramp aaaa :.a. a..a «ax. * *a. aaa a *a ***.aaaa * ** xa aaa** x u as .*aaaa Ra ♦ « aaa* « a�***a Intersection a xx**a**ua xx **a « xaa cycle (sec): 100 Critical Vol. /Cap. (X): 1.422 Cycle (sec): 100 Critical Vol. /Cap. (x): 1.481 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 180.2 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 187.0 180 Level Of Optimal ****** ************************ *********Servi *****. * ** **** Optimal Cycle: 180 *•• *********** *******Level Level ***Ser« e Service: * *a. x** *aaaa. •******* «aaa cle 180 .« vel Of ce aaa a* •xa . F timal * * 180 • Of c *a x F Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 0-2- R L- T- A Movement: L - T- R L - T- R L - T- R L- T- A I II II II I I II II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1060 345 370 10 595 455 Base Vol: 1060 345 370 10 595 455 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 1060 345 370 10 595 455 Initial Bse: 1060 345 370 10 595 455 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 199 94 142 0 34 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 1116 363 389 11 626 479 Initial Fut: 1060 544 464 152 595 489 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduced Vol: 1116 363 389 11 626 479 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 1116 573 488 160 626 515 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol; 0 0 0 0 0 0 Final Vol.: 1116 363 389 11 626 479 Reduced Vol: 1116 573 .. 488 160 626 515 I II II II I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1116 573 488 160 626 515 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 I II II II I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Vol /Sat: 0.62 0.19 0.00 0.00 0.20 0.01 0.00 0.00 0.00 0.43 0.00 0.30 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Crit Moves: * 4. .. * ** I II II II I Green /Cycle: 0.43 0.58 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.30 0.00 0.30 Capacity Analysis Module: Volume /Cap: 1.42 0.33 0.00 0.00 1.42 0.05 0.00 0.00 0.00 1.42 0.00 0.98 Vol /Sat: 0.62 0.30 0.00 0.00 0.26 0.10 0.00 0.00 0.00 0.43 0.00 0.32 Delay /Veh: 225.7 11.1 0.0 0.0 253 37.0 0.0 0.0 0.0 237.8 0.0 71.3 Crit Moves: * *x* a*** aaaa User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.42 0.59 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.29 0.00 0.29 AdjOel /Veh: 225.7 11.1 0.0 0.0 253 37.0 0.0 0.0 0.0 237.8 0.0 71.3 Volume /Cap: 1.48 0.51 0.00 0.00 1.48 0.57 0.00 0.00 0,00 1.48 0.00 1.10 DesignQueue: 41 9 0 0 20 1 0 0 0 27 0 20 Delay /Veh: 252.8 12.4 0.0 0.0 274 40.7 0.0 0.0 0.0 264.5 0.0 108.0 « «aaa*.**** *a «aaa* * ** *+*x *a*** «aaaa ** «*aaa «aa «a** *a**** *aaa «aaaa« «.•aaaa User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 252.8 12.4 0.0 0.0 274 40.7 0.0 0.0 0.0 264.5 0.0 108.0 DesignQueue: 43 14 0 0 24 8 0 0 0 27 0 22 as «aaaa *••aaaa*. * *aaaaaaaaa «a*xa *oat * «x «a« •aaaa «* «a « «a*** *aaaa «*r «*a «x* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO i la MIS as a aE S S a IN a al a A as s a la OM a 11110 Illit a r•1111( ■.r a s .ms's S ,.. Ia■i r; - 1 X a Ills s 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 27 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 28 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures )R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ** *x*** ** *x ** *. . **. *. ** *** ***** *xxx** **x**** ***** ******** ***** x **** * a *x *x x «r:. r:x ** .« «« r« **************************************** ****** * *** ** ** ** * ****** ** *** *** Intersection 412 SR 267 I -80 ES Off /On Ramp Intersection 412 SR 267 6 1-80 EBOff /On Ramp ** ** * * * *. ` * ** ** ** *. . . + * *x * ** x *** * *: . * ** ** * a **x x. ** * *x ...... : x «. *x «.x* ** *x** ***** ** **. * ** ** *** w *. x *x x *** * ** * *x x *x * ** **s *. ..... * ** *. *a. Cycle (sec): 175 Critical Vol. /Cap. (F): 1.049 Cycle (sec): 175 Critical Vol. /Cap. (16): 1.212 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 45.6 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 92.6 Optimal cycle: 180 Level Of Service: D Optimal Cycle: 180 Level Of Service: F ****** *********** **** ***** * * * *** * * . *** ** ** *x «xxx * *** * * ** ** * * ** * **x* **** ** * * *. *************************************** ** **** * **x * * ** ** **x *x * * * * * **x ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Hound East Bound West Bound Movement: L -T - R L - T - R S - T - R L - T - R Movement: L- T- R L- T- R S - T - R L- T- R I II 11 II I I II II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 I I I 11 I I I 1 I I I I I I I Volume Module: Volume Module: Base Vol: 1405 640 340 625 0 69 Base Vol: 1405 640 340 625 0 69 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1405 640 340 625 0 69 Initial Bse: 1405 640 340 625 0 69 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 0.0 1.0 1.0 1.0 Added Vol: 82 0 28 67 117 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.95 0.0 0.9 0.9 0.9 PasserayVol: 0 0 0 0 0 PHF Volume: 1479 674 358 658 0 Initial Fut: 1487 640 368 692 117 69 Reduct Vol: 0 0 0 0 • 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1479 674 358 658 0 ?HE Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 0.0 1.0 1.0 1.0 PHF Volume: 1565 674 387 728 123 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1479 674 358 658 0 Reduced vol: 1565 674 387 728 123 I II II II I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final vol.: 1565 674 387 728 123 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I II II II I Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 0 1900 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.78 0.42 0.20 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: " ++ ) II II II 1 Green /Cycle: 0.00 0.74 0.74 0.19 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 1.05 0.56 1.05 0.37 0.00 0.00 0.0D 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.82 0.42 0.21 0.38 0.00 0.09 0.00 0.00 0.00 0.00 0.00 Delay /vein 0.0 60.4 10.6 133.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: * *xx *•*• ***` User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.68 0.68 0.18 0.86 0.00 0.07 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 60.4 10.6 133.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 1.21 0.61 1.21 0.45 0.00 1.21 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 47 19 30 5 0 0 0 0 0 0 0 Delay /Veh: 0.0 131 16.5 192.8 3.1 0.0 237.9 0.0 0.0 0.0 0.0 0.0 ******xxxx«xx«xxxxxx+x«xxx«****************** x* «*x.x***x* *x* * **x.*** ** **x*** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 131 16.5 192.8 3.1 0.0 237.9 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 62 23 33 11 0 11 0 0 0 0 0 x*** xxx « «* * *** * * **** «** *x ** * ** *u +xxx. ** * ** «.**. «**. « ** «xxx * *** ** ** * ****** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO I 2023 PM Peak - Weekday Wed May 14, 2003 15:33:03 Page 29 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 30 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) «++.**.*********+.+.*«+*+«*.**********+****** * * * *** *** * * **.*... * * * * * *** * **** +***+*****r*******+***************.**********+** * + * * * **** * ** * ******* * *** * * + * *** Intersection 813 SR 267 6 Brockway Intersection *13 SR 267 s Brockway ******+****************+****************.******** ** * * * * * * * * * * * + * ** ** * * * * * * ** + *** *..************************************************* * +* * * *** * **** * * ** * * * *. * * * * ** Cycle (sec): 180 Critical Vol. /Cap. (X): 2.258 Cycle (sec): 180 Critical Vol. /Cap. (X): 2.287 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 520.0 Loss Time (sec): 16 (Y +R ■ 4 sec) Average Delay (sec /veh): 530.0 Optimal Cycle: 180 Level Of Service: F Optimal Cycle:OPTIMIZED Level Of Service: F ** *** **** * ** ** *** * ** * *+ * ** * * * * * * ** ** ** + **** ** * ** * *• **** *** * **** *** *** * *** ***+ +*****+* **.** ** ** * +r * + * *x x x *** * xx + ♦ r + +r* ****+************** ************ ** + Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L- T- R L- T- R L - T- R L- T- R I 1 1 I I I I I 1 I I I I I I I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1330 1930 15 55 1145 180 80 990 10 5 35 Base Vol: 1330 1930 15 55 1145 180 80 990 10 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Initial Bse: 1330 1930 15 55 1145 180 80 990 10 5 35 Initial Bse: 1330 1930 15 55 1145 180 80 990 10 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Added Vol: 0 58 0 0 47 20 24 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1400 2032 16 58 1205 189 84 1042 11 5 37 Initial Fut: 1330 1988 15 55 1192 200 104 990 10 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduced Vol: 1400 2032 16 58 1205 189 84 1042 11 5 37 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 POE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 PHF Volume: 1400 2093 16 58 1255 211 109 1042 11 37 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1400 2032 16 58 1205 189 84 1042 11 5 37 Reduced Vol: 1400 2093 16 58 1255 211 109 1042 11 37 I II II II I PcE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 saturation Flow Module: PB.F Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1400 2093 16 58 1255 211 109 1042 11 37 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.74 0.85 0.85 0.42 0.42 0.42 I II II II I Lanes: 1.00 0.99 0.01 1.00 1.00 1.00 1.00 0.01 0.99 0.21 0.09 0.70 Saturation Flow Module: Final Sat.: 1805 1883 15 1805 1900 1615 1400 8 1609 167 76 562 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II . 1 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.74 0.85 0.85 0.42 0.42 0.42 Capacity Analysis Module: Lanes: 1.00 0.99 0.01 1.00 1.00 1.00 1.00 0.01 0.99 0.21 0.09 0.70 Vol /Sat: 0.78 1.08 1.08 0.03 0.63 0.12 0.06 0.65 0.65 0.07 0.07 0.07 Final Sat.: 1805 1864 14 1805 1900 2625 1400 8 1609 167 76 561 Crit Moves: r I II II II I Green /Cycle: 0.34 0.61 0.61 0.02 0.28 0.28 0.29 0.29 0.29 0.29 0.29 0.29 Capacity Analysis Module: Volume /Cap: 2.26 1.78 1.78 1.78 2.26 0.42 0.21 2.26 2.26 0.23 0.23 0.23 Vol /Sat: 0.78 1.11 1.11 0.03 0.66 0.13 0.08 0.65 0.65 0.07 0.07 0.07 Delay /Veh: 630.4 390 389.8 537.7 637 53.3 49.0 637 637.2 49.5 49.5 49.5 Grit Moves: * * ** * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle:,0.34 0.61 0.61 0.02 0.29 0.29 0.28 0.28 0.28 0.28 0.28 0.28 AdjDel /Veh: 630.4 390 389.8 537.7 637 53.3 49.0 637 637.2 49.5 49.5 49.5 Volume /Cap: 2.29 1.82 1.82 1.82 2.29 0.45 0.27 2.29 2 .29 0.23 0.23 0.23 DesignQueue: 114 112 1 6 104 14 6 0 87 1 0 3 Delay /Veh: 643.8 408 407.7 556.5 649 53.1 50.5 651 650.6 50.0 50.0 50.0 ***********».«.++***+..«*+*******»*****+.+*** * * * + * ** ** + * * * * +* * * *x ** * * *** **+* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 643.8 408 407.7 556.5 649 59.1 50.5 651 650.6 50.0 50.0 50.0 Designcueue: 115 115 1 6 108 15 8 0 87 1 0 3 * ** * ******«++«***«..*******»++».***....*+ * * * * * * *» * * * * * ** ** *** *** * * ** * ** *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO s a IS NIB . 11. al a a li a a 'all a a ass - a r a a i MIS a 1' s S a a 41111i) 11111 S AIM la a a P Imo` a s • 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 31 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 32 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Aiternative) a. a* *********.****************** aa** a**** a******* * *a«* ***** *** ********* * * ***a*** ****************** a* ***** a****** * * ************a*** * * **a* * * ***** Intersection #14 SR 267 6 Schaffer Mill Rd. Intersection #14 SR 267 6 Schaffer Mill Rd. ** * * * **** ** *a**aa * ** * * *** **** *aaa *aa****a a aaa *. * a* ****** . **a * . a** *** *a ******** a************* a*** a** **a*** ** ********* **********a * wa ««* **.. « as as *** *a a ***x*** *a*** Cycle (sec): 180 Critical Vol. /Cap. (X): 2.400 Cycle (sec): 180 Critical Vol. /Cap. (X): 2.440 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 466.8 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 481.7 Optimal Cycle: 180 Level Of Service: F Optimal Cycle:OPTIMIZED Level Of Service: F ****************a***. *. ** * * * ** ** ** *** ***c* *** * *****************. ********* ******• * **** *a *** *** * ** * *** r * ** ** *** ******* * *** * **** * ** w * * a a ** a x a aaa♦ **. a***** ***c* * a Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: 1.- T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I 1 I I I I I I I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include include Include Include Rights: Include Include Include ,Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 I I I I I I I 1 I I I II I I I Volume Module: Volume Module: Base Vol: 195 1455 130 335 1220 580 940 115 275 270 130 905 Base Vol: 195 1455 130 335 1220 580 940 115 275 270 130 905 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 1455 130 335 1220 580 940 115 275 270 130 905 Initial Bse: 195 1455 130 335 1220 580 940 115 275 270 130 905 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 42 0 8 34 5 6 0 0 0 0 10 PHF Adj: 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 205 1532 137 353 1284 611 989 121 289 284 137 953 Initial Fut: 195 1497 130 343 1254 585 946 115 275 270 130 915 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 205 1532 137 353 1284 611 989 121 289 284 137 953 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 205 1576 137 361 1320 616 996 121 289 284 137 963 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1532 137 353 1284 611 989 121 289 284 137 953 Reduced Vol: 205 1576 137 361 1320 616 996 121 289 284 137 963 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 205 1576 137 361 1320 616 996 121 289 284 137 963 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.47 0.47 0.85 0.20 0.20 0.85 I II II II I Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.11 1.00 0.67 0.33 1.00 Saturation Flow Module: Final Sat.: 1805 1900 1615 1805 1900 1615 799 98 1615 258 124 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.47 0.47 0.85 0.20 0.20 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.11 1.00 0.67 0.33 1.00 Vol /Sat: 0.11 0.81 0.08 0.20 0.68 0.38 1.24 1.24 0.18 1.10 1.10 0.59 Final Sat.: 1805 1900 1615 1805 1900 1615 798 97 1615 250 121 1615 Grit Moves: * ** * ** * ^a I II II II 1 Green /Cycle: 0.06 0.34 0.34 0.08 0.36 0.36 0.52 0.52 0.52 0.52 0.52 0.52 Capacity Analysis Module: Volume /Cap: 1.89 2.40 0.25 2.40 1.89 1.06 2.40 2.40 0.35 2.14 2.14 1.14 Vol /Sat: 0.11 0.83 0.08 0.20 0.69 0.38 1.25 1.25 0.16 1.14 1.14 0.60 Delay /Veh: 517.9 694 43.6 732.8 464 111.7 680.0 680 26.0 571.9 572 122.5 Crit Moves: * * User DelAdj: 1.00 1.00 1.0D 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.06 0.34 0.34 0.08 0.36 0.36 0.51 0.51 0.51 0.51 0.51 0.51 AdjDe1/Veh: 517.9 694 43.6 732.8 464 111.7 680.0 680 26.0 571.9 572 122.5 Volume /Cap: 1.92 2.44 0.25 2.44 1.92 1.05 2.44 2.44 0.35 2.22 2.22 1.17 DesignQueue: 20 129 9 34 100 43 57 7 15 15 7 53 Delay /Veh: 529.5 712 43.1 750.8 475 109.0 698.7 699 26.4 610.5 610 131.6 ***************** ** * *** ******** * ** ** * * **** **** *' * * * ** * * * * * ** * * * *** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . AdjDel /Veh: 529.5 712 43.1 750.8 475 109.0 698.7 699 26.4 610.5 610 131.6 DesignQueue: 20 133 9 35 103 43 58 7 15 15 7 54 *************«««***** ** ***a* ******a * ***a** * ***** *a** *****aaa * **** ***** * ******* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday • Wed May 14, 2003 15:33:04 Page 33 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 34 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 Unsignalized Method (Base Volume Alternative ) 2000 HCM Unsgnalized Method (Future Volume Alternative) . . . . r * . * . » a **a * **7677 a 7x6* **a * s ****r* *** a *aaaaa r ********a*a* * * * *66 :*.. * * +. a**.. +* *r a* **** s **444.4.44444444444444444444.44 4 4 4 4 4 a*******+ ** ... * + * «**a.. Intersection SR S X15 267 6 Northstar Dr. . Intersection #15 SR 267 SNOrthstar Dre * *+xxxx **aaa+*4 SR s 267x*** **xrr a6 s 6r* *. *a. ». 7 .. x xxx *... * *r. *x * x .. «* x *xx2 x ** 444 *rs*a* 444444444444444.4444 ****** * ** » *.. ♦ * 2*a aaa** 7 4x7 * * *** ** *+ .a***..*** Average Delay (sec /veh): 1581.3 Worst Case Level Of Service: F Average Delay (sec /veh): 1850.2 **.2WorstsCasea Level Of xxxx+ * Service: *2a ** F a**** r *6 x * r ********* ********************* ** * ******* *****xaax**** * ***** ****2 ***6 x ***a ****** x *a*** : 6 **** r *** * ** x* xr ** xr as aa** ♦++ x6 x* *rr Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- A I I I I I I I I I I I I I I I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 190 1320 30 5 1130 475 365 35 220 10 10 Base Vol: 190 1320 30 1130 475 365 35 220 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 2.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bse: 190 1320 30 5 1130 475 365 35 220 10 10 Initial Bse: 190 1320 30 1130 475 365 35 220 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 31 0 26 8 10 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 200 1389 32 5 1189 500 384 37 232 11 11 Initial Fut: 190 1351 30 1156 483 375 35 220 10 10 Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Final Vol.: 200 1389 32 5 1189 500 384 37 232 11 11 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 I II II II I PHF Volume: 200 1422 32 1217 508 395 37 232 11 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 200 1422 32 1217 508 395 37 232 11 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6. Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3. Cnflict Vol; 1669 xxxx xxxxx 1421 xxxx xxxxx 3013 3021 1189 3389 3505 1405 I II I 1 I Potent Cap.: 383 xxxx xxxxx 485 xxxx xxxxx 8 13 231 4 6 173 Capacity Module: Move Cap.: 383 xxxx xxxxx 485 xxxx xxxxx 0 6 231 0 3 173 Cnflict Vol: 1725 xxxx xxxxx 1454 xxxx xxxxx 3073 3081 1217 3454 3574 1438 I ' II II II I Potent cap.: 371 xxxx xxxxx 472 xxxx xxxxx 8 12 223 4 6 165 Level Of Service Module: Move Cap.: 371 xxxx xxxxx 472 xxxx xxxxx 0 6 223 0 3 165 Stopped Del: 24.2 xxxx xxxxx 12.5 xxxx xxxxx 0.0 3292 105.0 0.0 xxxx xxxxx I II II II I LOS by Move: C * * B * * * F F * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTA - RT LT - LTA - RT Stopped Del: 25.5 xxxx xxxxx 12.7 xxxx xxxxx 0.0 3789 117.7 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4 LOS by Move: D * * B * * * F F * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2636 Movement: LT - LTA - RT LT - LTA - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * ' * * * * • * F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4 ApproachDel: xxxxxx xxxxxx 223.. * 1 1581.3 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3084 ApproachLOS: * * F F Shared LOS: * * a * * • * * * a * F ApproachDel: xxxxxx xxxxxx 251.6 1850.2 ApproachLOS: * F I% F Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS4C , Denver, CO a a a at ate a a a • I ) a a, a a a a a a a a a= SS WS a at al UM a I a- a a a ON a a s 2023 PM Peak - Weekday •Wed May 14, 2003 15:33:04 Page 35 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 36 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #16 Donner Pass Rd. 6 Pioneer Trails Intersection #16 Donner Pass Rd. 6 Pioneer Trails Average Delay (sec /veh): 371.0 Worst Case Level Of Service: F Average Delay (sec /veh): 590.0 Worst Case Level Of Service: F Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: uncontrolled Uncontrolled stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 355 470 0 475 120 205 0 460 Base Vol: 355 470 475 120 205 460 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00' 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 355 470 0 475 120 205 0 460 Initial Bse: 355 470 475 120 205 460 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.0 Added Vol: 0 103 51 13 16 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 374 495 0 500 126 216 0 484 Initial Fut: 355 573 526 133 221 460 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 374 495 0 500 126 216 0 484 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 I II II II I PHF volume: 374 603 554 140 233 484 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 374 603 554 140 233 484 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx xxxx xxxx xxxxx 6.4 xxx 6.2 xxxxx xxxx xxxx Capacity Module: FollowUptim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxx 3.3 xxxxx xxxx xxxx Cnflict Vol: 626 xxxx xxxxx xxxx xxxx xxxxx 1742 xxxx 500 xxxx xxxx xxxxx I II II II 1 Potent Cap.: 965 xxxx xxxxx xxxx xxxx xxxxx 96 xxxx 575 xxxx xxxx xxxxx Capacity Module: Move Cap.: 965 xxxx xxxxx xxxx xxxx xxxxx 67 xxxx 575 xxxx xxxx xxxxx cnflict Vol: 694 xxxx xxxxx xxxx xxxx xxxxx 1904 xxxx 554 xxxx xxxx xxxxx I II II II I Potent Cap.: 911 xxxx xxxxx xxxx xxxx xxxxx 77 xxxx 536 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 911 xxxx xxxxx xxxx xxxx xxxxx 52 xxxx 536 xxxx xxxx xxxxx Stopped Del: 11.1 xxxx xxxxx xxxxx xxxx xxxxx 1123 xxxx 36.1 xxxxx xxxx xxxxx I II II II I LOS by Move: B • • • • • F • E • • • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 11.7 xxxx xxxxx xxxxx xxxx xxxxx 1721 xxxx 46.5 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B • • • • • F • E • • • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: • • • • • • • • • • • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 371.0 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: • • F • Shared LOS: • • • • • • • • • • • • ApproachDel: xxxxxx xxxxxx 590.0 xxxxxx ApproachLOS: • F • 12.0 n I.O Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday I Wed May 14, 2003 15:33:04 Page 37 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 38-1 Gray's Crossing Gray's Crossing 'without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD.tfx) (R1- 2023GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 ACM Unsignalized Method (Base Volume Alternative) 2000 ACM Unsignalized Method (Future Volume Alternative) Intersection 017 Donner Pass Rd. & I -80 WB On Ramp Intersection 017 Donner Pass Rd. 6 I -80 WB On Ramp Average Delay (sec /veh): 12.2 Worst Case Level Of Service: B Average Delay (sec /veh): 12.7 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R I. - T- R L - T- R L- T- R I ' II II II I i II 11 II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include. Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 260 825 0 545 295 0 0 0 Base Vol: 260 825 545 295 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Initial Bse: 260 825 0 545 295 0 0 0 Initial Bse: 260 825 545 295 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 Added Vol: 0 103 45 6 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.9 PasserByvol: 0 0 0 0 PHF Volume: 274 868 0 574 311 0 0 0 Initial Fut: 260 928 590 301 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Final Vol.: 274 868 : 0 574 311 0 0 0. PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.9 I II II II I PHF volume: 274 977 621 317 Critical Gap Module: Reduct Vol: 0 0 0 0 . Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 274 977 621 317 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 II II II I Critical Gp: 4.1 xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxxx xxxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxx xxxxx xxxx xxxxx Cnflict Vol: 884 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 774 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 774 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict vol: 938 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I I II II II I Potent Cap.: 739 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 739 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 12.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: B * * * • * • • * • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * • • * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - AT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * • * Shared LOS: * * * • • • • • • • * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx • ApproachLOS: ` • • • Ha I. Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS &C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • a a ar a an a all a a ag' a a- a• + r a s a Ile 011111P MI IS a a a• i le al = la • i' le a MIN Ilia i 1 I 2023 PM Peak - Weekday i Wed May 14, 2003 15:33:04 Page 39 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 40 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTD. t£x) (R1- 2023GraysCrossingNTD. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) .**********.«************'*************** ******** * * *** ** * * * * * * * * * * * ** ** * * * * ** *** ************************************************* * * * * * **** * ** * * * ** * * *. * ** *** * *** Intersection M18 Donner Pass Rd. 6 I-80 EB Off Ramp Intersection 418 Donner Pass Rd. 6 I -S0 EB Off Ramp .*.....:.*****************;**************.********* * * * ** * * * * * * *** * * * * * ** * * * * * * *** **************.********* ** * ** * * * ** * * * * * * * *** * * * * *** ** Average Delay (sec /veh): 151.2 Worst Case Level Of Service: F Average Delay (sec /veh): 239.0 Worst Case Level Of Service: F **************************,***** ****************-*** * * * * *** ** * * * **** * ** ** * ** * ***** ************************************************* *** * * * * * * * * * * * * * * * * * * * * * * ****** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L -7 - R .L -7- R L- T- R L- T- R Movement: L- T- R L- T- R L - T- R L- T- R 1 - - II II II I 1 II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I , I I I I 11 I I I I I I I I I Volume Module: Volume Module: Base Vol: 0 815 . 0 0 410 265 0 315 0 0 0 Base Vol: 815 410 265 315 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 0 815 - 0 0 410 265 0 315 0 0 0 Initial Bse: 815 410 265 315 User Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 96 45 7 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 PHF Volume: 0 858 :0 0 432 279 0 332 0 0 0 Initial Fut: 911 455 272 315 Redact Vol: 0 0 i0 0 0 0 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 0 858 . 0 0 432 279 0 332 0 0 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 I , II II II I PHF Volume: 959 479 286 332 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 959 479 286 332 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Mod le: I , II II II 1 Critical Gp:xxxxx xxxx xxxxx xxxx xxxx xxxxx 6.4 xxxx 6.2 xxxx xxxx xxxxx Capacity Module: FollowUpTim:xxxxx xxxx xxxxx xxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1289 xxxx 432 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 182 xxxx 628 xxxx xxxx xxxxx capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 182 xxxx 628 xxxx xxxx xxxxx cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1438 xXXx 479 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 148 xxxx 591 xxxx xxxx xxxxx Level Of Service Module: • Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 148 xxxx 591 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 310.8 xxxx 17.0 xxxxx xxxx xxxxx I II II II I LOS by Move: * * h * * * F * C * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 494.2 xxxx 18.6 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * * F C * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxXX xxxxx Movement: LT - LTA - AT LT - LTA - RI LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 151.2 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F * Shared LOS: * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 239.0 xxxxxx • ApproachLOS: * * F • 5I.3 1 1.5' • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • • 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 41 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 42 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingMTD.tfx) (R1- 2023GraysCrossingMTD.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) *********************„********+************ ***** . * * * * * * * * * * * * * * * * * * * * *** * * * * ** * * * * *.. : * * * *o-. * * *.** * * * * * * ** ** * *. * * * * * * *.* * * * * * * * * * * *. * * * * * * ** * * ** Intersection X19 Donner Pass Rd. * 6 Glenshire Rd. Intersection #19 Donner Pass Rd. & Glenshire Rd. ************************ **,*********************** * * * * * * ** ** * * * ** * * * * ** * * ***** *** ************************************************* * * * * * * * ** * *** ** * * ** * * * * * * **** ** Average Delay (sec/veh): 435. Worst Case Level * Of Service: F Average Delay 659.4 Worst Case Level Of Service: * *. * ` * ** * * * * ** * *. * * * * * **** * * * *. *.. ** * ** * *: * * *. * ***. *. * ** * * ** * ** * * * * * * * * * ***. * ** *. * * ** * * * * * ****. + *** *. * * * * * * ** * **** **** * * **** * **« . * * * *. * * * * * *. * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- 'R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L T- R L- T- R I ' II II II I I II II II I Control: Stop Sign ' Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include include Include Include Lanes: 1 0 0 0 '1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 I II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 265 335 0 0 500 400 275 300 0 Base Vol: 265 335 500 400 275 300 Growth Adj: 1.00 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 265 335 0 0 500 400 275 300 0 Initial Bse: 265 335 500 400 275 300 User Adj: 1.00 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 1.00.1.00 1.00 Added Vol: 0 25 72 0 26 19 PHF Adj: 0.95 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 279 353 0 0 526 421 289 316 0 Initial Fut: 265 360 572 400 301 319 Reduct Vol: 0 . 0 0 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 279 353 0 0 526 421 289 316 0 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 I II II II I PHF Volume: 279 379 602 421 317 336 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 279 379 602 421 317 336 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: I ! II II II I Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: 1421 xxxx 526 xxxx xxxx xxxxx xxxx xxxx xxxxx 947 xxxx xxxxx I II II II I Potent Cap.: 152 xxxx 556 xxxx xxxx xxxxx xxxx xxxx xxxxx 733 xxxx xxxxx Capacity Module: Move Cap.: 96 xxxx 556 xxxx xxxx xxxxx xxxx xxxx xxxxx 733 xxxx xxxxx Cnflict Vol: 1572 xxxx 602 xxxx xxxx xxxxx xxxx xxxx xxxxx 1023 xxxx xxxxx I . II II II I Potent Cap.: 123 xxxx 503 xxxx xxxx xxxxx xxxx xxxx xxxxx 606 xxxx xxxxx Level Of Service Module: Move cap.: 68 xxxx 503 xxxx xxxx xxxxx xxxx xxxx xxxxx 686 xxxx xxxxx Stopped De1:958.6 xxxx 22.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.9 xxxx xxxxx I II II II I LOS by Move: F * C * * * * * * A * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 1513 xxxx 30.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.2 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: F * D * * * * • * B * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 13.1 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * ■ * * * * * * B * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 435.7 I xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 14.7 xxxx xxxxx ApproachLOS: F . * * * Shared LOS: * * * * * * * * B * * ApproachDel: 659.4 xxxxxx xxxxxx xxxxxx ApproachLOS: F * • * I25b,C6 190.0 Traffix 7.5.1015 (c) 200 Dowling Assoc. Licensed to Ls&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • Milli ` MI aaa a a a a• a Ile [a la all • aaa. a are OM OM la O a 111 la M a a • = A IS i MN • a 11111 PIM SIN 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 43 -1 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 44 -1 1 Gray's Crossing Gr'ay's Crossing without Mitigation Measures without Mitigation Measures F(1- 2023GraysCrossingNTD.tfx) (R1- 2023GraysCrossingNTD. tfx) Levd1 Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base ati Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) * *0x00 * * ** * * *0 * * ** ** * * * ** * *0.* ** * * **h * * ** * * *** ** * ****** * * * ** « 0000**** * * * **2 0 , * * * * * * ** *2x0 2x0 *n. **, ** *0. :x***************** * *. ************* Intersection 020 Danner Pass Rd. 5 Bridge St. Intersection 020 Donner Pass Rd. 5 Bridge St. *** * ******* * *x *.(* ************* *** *** ** *** * * *** * ** *** **** ** *. * ** ** * *** * **** * * *, ** * * * **x ** ** * * * ** * * * ****** * * * * * * *. * Average Delay (sec /veh): '1 1021.9 ** Worst Case Level Of Service: F Average Delay ( sec /veh)}1231.7 Worst Case Level Of Service: F : North .,* 00 * Bound * * * ** * south O Bound * *} East Bound Approach **k.* * *** *000.0 West * Bound ** : North South Bound * ** * ** Bound } 2 f * *'* * * * * * * * * * ** * *u ** * * East Bound20 x 0* * * * * ** West Bound Approach Movement: L- T - I A L- T- R L- T- R L- T- R Movement: L- T- R L- T- R L - T- R L- T- R I ' II II II I 1 II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include. Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 10 0 0 1!0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 0 11 0 0 0 D 1! 0 0 1 0 1 0 1 1 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Growth Adj: 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 Initial Else: 145 245 645 10 120 25 35 470 155 605 475 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 21 0 0 0 0 51 6 11 9 0 PHF Adj: 0.95 0.95 0!,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 153 258 879 11 126 26 37 495 163 637 500 11 Initial Fut: 145 245 666 10 120 25 35 521 161 616 484 10 Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 153 258 679 11 126 26 37 495 163 637 500 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 II II 11 1 PHF Volume: 153 258 701 11 126 26 37 548 169 648 509 11 Critical Gap Module: 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 _6.5 6.2 Final Vol.: 153 258 701 11 126 26 37 548 169 648 509 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I : II II II I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 153 xxxx xxxx 937 xxxx xxxxx 1318 1403 139 1392 1076 597 I II II 11 1 Potent cap.: 1440 xxxx xxxxx 739 xxxx xxxxx 136 141 914 121 221 506 Capacity Module: Move Cap.: 1440 xxxx xxxxx 739 xxxx xxxxx 0 123 914 0 193 506 Cnflict Vol: 153 xxxx xxxxx 959 xxxx 1334 1425 139 1433 1087 608 I II II II I Potent Cap.: 1440 xxxx xxxxx 725 xxxx xxxxx 132 137 914 113 218 499 Level Of Service Module: Move Cap.: 1440 xxxx xxxxx 725 xxxx xxxxx 0 119 914 0 190 499 Stopped Del: 7.5 xxxx xxxxx 9.9 xxxx xxxxx 0.0 1432 9.8 0.0 xxxx xxxxx 1 II II II 1 LOS by Move: A * A * * * F A * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 7.5 xxxx xxxxx 10.0 xxxx xxxxx 0.0 1692 9.8 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 195 LOS by Move: A * * A * * * F A * * * Shrd StpDel:xxxxx xxxx xxzxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 779.7 Movement: LT - LTR - PT LT - LTR - AT LT - LTR - RT LT - LTR - RT Shared LOS: * • I* * * • • * F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 192 Approachbel: xxxxxx xxxxxx 1021. * 9 347.0 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 820.6 ApproachLOS: * * F F Shared LOS: * * * * * * * * * * * F ApproachDel: xxxxxx xxxxxx 1231.7 365.2 ApproachLOS: * * F F q - 1, 0 3(91,2 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO i • 2023 PM Peak - Weekday Wed May 14, 2003 15:33:04 Page 45 -1 2023•916 Peak - Weekday Wed May 14, 2003 15:33:04 Page 46 -1 Gray's Crossing Gray's Crossing ithout Mitigation Measures without Mitigation Measures ( 1- 2023GraysCrossingNTD.tfx) (R1- 2023GraysCrossingNTD.tfx) Leve Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsig alized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) .*****************.*.***4. St ** ..... * St* Intersection #21 Bridge ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** St * d W est River ** * * St* ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection #21 Bridge 6 West River ************************************************* ********* * **** *** * * * * * ** * *** *** *************************-************ * ** ***r*****+* * * * ***** * * *. ** *** Average Delay (sec /veh): OVERFLOW Worst Case Level Of Service: F Average Delay (sec /veh): OVERFLOW Worst Case Level Of Service: F **************************.****************** ***** * ** * * * * * * * * * * ** ***** * * * ** -*** ** *************************************************** * * * **** * * * * * * * * * ****** ** * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T - R L- T- R L- T- R L- T- A Movement: L- T- R L - T- R L- T- A L- T- R I II II II I I II II II I Control: Uncontrolle Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include • Lanes: 1 0 0 1 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 I 1 II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 655 795 0 55 575 210 190 20 570 25 20 45 Base Vol: 655 795 30 55 575 210 190 20 570 25 20 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 User Adj: 1.00 1.00 1.¢0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 15 0 0 11 5 6 0 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 D.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 689 837 32 50 605 221 200 21 600 26 21 47 Initial Fut: 655 810 30 55 586 215 196 20 570 25 20 45 Reduct Vol: 0 0 0 D 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 689 837 2 58 605 221 200 21 600 26 21 47 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II I PHF Volume: 689 853 32 58 617 226 206 21 600 26 21 47 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxx x 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 689 853 32 58 617 226 206 21 600 26 21 47 FollowUpTim: 2.2 xxxx xx,dcx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowupTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cn£lict Vol: 826 xxxx xxx:.x 868 xxxx xxxxx 3097 3079 716 3374 3174 853 1 II II II I Potent Cap.: 813 xxxx xxxxx 784 xxxx xxxxx 7 12 434 5 11 362 Capacity Module: Move Cap.: 813 xxxx xxxxx 784 xxxx xxxxx 0 2 434 0 1 362 Inflict Vol: 843 xxxx xxxxx 884 xxxx xxxxx 3127 3109 730 3404 3206 868 - II II II I Potent Cap.: 802 xxxx xxxxx 774 xxxx xxxxx 7 12 426 4 10 355 Level Of Service Module: Move cap.: 802 xxxx xxxxx 774 xxxx xxxxx 0 2 426 0 1 355 Stopped Del: 28.7 xxxx xxx -x 10.0 xxxx xxxxx xxxxx xxxx 212.0 xxxxx xxxx 16.4 I II II II I LOS by Move: D * A * * * * F * * C Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 30.3 xxxx xxxxx 10.0 xxxx xxxxx xxxxx xxxx 223.4 xxxxx xxxx 16.7 Shared Cap.: xxxx xxxx xxxx xxxx xxxx xxxxx 0 xxxx xxxxx 0 xxxx xxxxx LOS by Move: D • B * * * * F * • C Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LTR - RT Shared LOS: • * 4 * * * * * * * * • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx xxxxx 0 xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F F Shared LOS: * * * * * * * * * * * I ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx (� ApproachLCS: F F overflow 0vethcM/ Traffix 7.5.1015 (c) 200 S Dowling Assoc. Licensed to LssC Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to isaC Denver, CO • ® n 11111 al MIS r r a a r an ale I n S MI i n a 11111 1 1 a M E NM 111111 a 1 1 1 1 11 11111 en • Daily Traffic - Weekday Wed May 14, 2003 15:36:28 Page 1 -1 Daily Traffic - Weekday Wed May 14, 2003 15:36:28 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (k1- 2023GraysCrossingMTD.tfx) (R1- 2023GraysCrossingUTD. tfx) Scenario Report Trip Generation Report Scenario: Daily Traffic - Weekday Forecast for Daily - Weekday Command: Default Command Volume: Daily Traffic - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 0 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: Daily Traffic - Weekday Trip Distribution: Basel Paths: Defa It Paths 1 Planning Are 163.00 Single Family 3.25 3.24 530 528 1058 11.9 Routes: Default Routes Zone 1 Subtotal 530 528 1058 11.9 Configuration: Default Configuration 2 Planning Are 134.00 Single Family 3.25 3.24 436 434 870 9.8 Zane 2 Subtotal 436 434 870 9.8 3 Planning Are 58.00 Single Famile 3.25 3.24 189 188 377 4.2 Zone 3 Subtotal 189 188 377 4.2 4 Planning Are 24.00 Single Family 3.25 3.24 78 78 156 1.7 Zone 4 Subtotal 78 78 156 1.7 5 Planning Are 18.00 Golf Course 8.94 8.93 161 161 322 3.6 5 Planning Are 5.00 Fitness Center 10.65 10.65 53 53 106 1.2 Zone 5 Subtotal 214 214 428 4.8 6 Planning Are 54.00 Single Family 3.25 3.24 176 175 351 3.9 Zone 6 Subtotal 176 175 351 3.9 7 Planning Are 34.00 Single Family 3.25 3.24 111 110 221 2.5 Zone 7 subtotal 111 110 221 2.5 8 Planning Are 115.00 Apartment /Loft 3.32 3.31 382 381 763 8.6 _ 8 Planning Are 120.00 Lodge 1.73 1.72 208 206 414 4.6 Zone 8 Subtotal 590 587 1177 13.2 9 Planning Are 60.00 Multi- Family 2.62 2.62 157 157 314 3.5 Zone 9 Subtotal 157 157 314 3.5 10 Church 17.50 Church 4.06 4.05 71 71 142 1.6 Zone 10 Subtotal 71 71 142 1.6 11 Planning Are 34.80 Specialty Rota 18.10 18.10 630 630 1260 14.1 11 Planning Are 4.10 Office 4.90 4.90 20 20 40 0.4 11 Planning Are 16.00 Gas Station 72.44 72.43 1159 1159 2318 26.0 11 Planning Are 15.00 church 4.06 4.05 61 61 122 1.4 11 Planning Are 7.20 Community Cent 5.72 5.72 41 41 82 0.9 Zone 11 Subtotal 1911 1911 3822 42.9 • TOTAL 4463 4453 8916 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Daily Traffic - Weekday Wed May 14, 2003 15:36:28 Page 3 -1 Daily Traffic - Weekday Wed May 14, 2003 15:36:28 Page 4 -1 Gray's Crossing Gray's Crossing ithout Mitigation Measures without Mitigation Measures ( 1- 2023GraysCrossingNTD. tfx) (R1- 2023GraysCrossingNTD.tfx) Trip Distribution Report Link Volume Report Daily - Weekday Percent Of Trips Base Volume NB Link SB Link LB Link WB Link Total To Gates Type In Out Total In Out Total In Out Total In Out Total Volume 1 2 3 4 5 6 7 8 9 10 11 Zone #1 SR 89 6 Rainbow Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2.5 0.8 0. 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 246 247 493 123 122 245 0 0 0 124 124 249 986 2 2.5 0.8 0. 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 246 247 493 123 122 245 0 0 0 124 124 248 986 3 2.5 0.8 0. 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0. 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 X2 SR 89 6 Pzosser Dam Rd. 5 3.0 3.0 1. 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2.5 0.8 0. 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 2256 2250 4506 247 246 493 674 677 1351 2101 2105 4206 10556 7 2.5 0.8 0. 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 2256 2250 4506 247 246 493 674 677 1351 2101 2105 4206 10556 8 2.5 0.8 0. 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 X3 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 603 605 1208 84 84 168 677 675 1352 2728 Total 0 0 0 603 605 1208 84 84 168 677 675 1352 2728 To Gates 12 13 14 15 16 17 18 19 20 21 22 X4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0. 0 Added 1272 1273 2545 0 0 0 2105 2100 4205 1144 1148 2292 9042 1 4.2 0.3 0. 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 1272 1273 2545 0 0 0 2105 2100 4205 1144 1148 2292 9042 2 4.2 0.3 0. 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 . 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 115 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 174 176 350 0 0 0 1148 1145 2293 1018 1019 2037 4680 6 4.2 0.3 0.Q 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 174 176 350 0 0 0 1148 1145 2293 1018 1019 2037 4680 7 4.2 0.3 0.Q 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0. 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 106 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.1 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 427 426 853 103 106 209 1020 1017 2037 623 624 1247 4346 11 3.0 0.0 0.( 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 427 426 853 103 106 209 1020 1017 2037 623 624 1247 4346 TO Gates X7 Prosser Dam Rd. 6 Road D 23 24 251 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 85 83 168 624 624 1248 541 543 1084 2500 Total 0 0 0 85 83 168 624 624 1248 541 543 1084 2500 1 8.3 1.7 1./ 1.7 0.8 8.3 3.3 2 8.3 1.7 1.1 1.7 0.8 8.3 3.3 118 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1./ 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 78 78 156 431 433 864 543 541 1084 40 40 80 2184 5 3.0 1.0 15.4 6.0 5.0 10.0 1.0 Total 78 78 156 431 433 864 543 541 1084 40 40 80 2184 6 8.3 1.7 11 1.7 0.8 8.3 3.3 7 8.3 1.7 1./ 1.7 0.8 8.3 3.3 #10 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.l 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 2497 2906 5403 2249 2255 4504 1211 793 2004 1522 1525 3047 14958 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 2497 2906 5403 2249 2255 4504 1211 793 2004 1522 1525 3047 14958 11 3.0 1.0 15.( 6.0 5.0 10.0 1.0 Traffix 7.5.1015 (c) 2006 Dowling Assoc. Licensed to LSUC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 1 1 . 1 1 1 Ini 1111111 Milli la MISR a r n I n 111111 in MB a MS r OM a NM — MI OM — NM .. — a a --r .. .. — I_ ■.. Daily Traffic - Weekday W M a y 14, 2003 15:36:28 Page 4 -2 Daily Traffic - Weekday Wed May 14, 2003 15:36:28 Page 4 -3 Gray's Crossing Gray's Crossing ithout Mitigation Measures without Mitigation Measures ( 1- 2023GraysCrossingNTD.tfx) (R1- 2023GraysCrossingNTD.tfx) Volume NB Link SB Link EB Link WB Link Total Volume NB Link SB Link EB Link WB Link Total Type In Out Total Iry Out Total In Out Total In Out Total Volume Type In Out Total In Out Total In Out Total In Out Total Volume *11 SR 267 6 I -80 WB Off /Or Ramp *20 Donner Pass Rd. 6 Bridge St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 2155 1162 3317 29C6 2497 5403 0 1744 1744 342 0 342 10806 Added 200 199 399 0 0 0 533 105 638 235 664 899 1936 Total 2155 1162 3317 29(6 2497 5403 0 1744 1744 342 0 342 10806 Total 200 199 399 0 0 0 533 105 638 235 664 899 1936 812 SR 267 s I -80 EB Off /Or. Ramp 821 Bridge St. 6 West River St. Base 0 0 0 I0 0 0 0 0 0 0' 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 823 821 1644 11 2 2155 3317 1332 0 1332 0 341 341 6634 Added 139 139 278 199 199 398 60 60 120 0 0 0 796 Total 823 821 1644 11 2 2155 3317 1332 0 1332 0 341 341 6634 Total 139 139 278 199 199 398 60 60 120 0 0 0 796 *13 SR 267 6 Brockway 853 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 582 580 1162 821 823 1644 241 241 482 0 0 0 3288 Added 0 0 0 174 0 174 210 210 420 105 279 384 978 Total 582 580 1162 8 1 823 1644 241 241 482 0 0 0 3288 Total 0 0 0 174 0 174 210 210 420 105 279 384 978 814 SR 267 6 Schaffer Mill Rd. 854 Base 1780 1765 3545 2115 3300 5435 1330 905 2235 1305 580 1885 13100 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 421 419 840 5�9 582 1161 60 60 120 101 100 201 2322 Added 253 0 253 254 253 507 0 0 0 0 254 254 1014 Total 2201 2184 4385 27 4 3882 6596 1390 965 2355 1406 680 2086 15422 Total 253 0 253 254 253 507 0 0 0 0 254 254 1014 815 SR 267 6 Northstar Dr. #60 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 324 323 647 4 9 421 840 97 96 193 0 0 0 1680 Added 368 368 736 368 368 736 0 0 0 0 0 0 1472 Total 324 323 647 4 9 421 840 97 96 193 0 0 0 1680 Total 368 368 736 368 368 736 0 0 0 0 0 0 1472 816 Donner Pass Rd. 6 Pion9 Trails 868 Base 0 0 0 10 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1049 633 1682 794 1210 2004 161 161 322 0 0 0 4008 Added 170 170 340 0 0 0 170 170 340 0 0 0 680 Total 1049 633 1682 714 1210 2004 161 161 322 0 0 0 4008 Total 170 170 340 0 0 0 170 170 340 0 0 0 680 817 Donner Pass Rd. 6 I -80 WB On Ramp Rase 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1049 560 1609 6 3 1049 1682 0 73 73 0 0 0 3364 Total 1049 560 1609 6 3 1049 1682 0 73 73 0 0 0 3364 818 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 989 560 1549 5.0 1049 1609 60 0 60 0 0 0 3218 Total 989 560 1549 550 1049 1609 60 0 60 0 0 0 3218 819 Donner Pass Rd. 6 Glen hire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 326 325 651 0 0 0 664 234 898 559 990 1549 3098 Total 326 325 651 0 0 0 664 234 898 559 990 1549 3098 Traffix 7.5.1015 (c) 200 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 1 2023 With Third Tahoe Donner Connector No Project and Plus Project Intersection LOS Summer Weekday PM Peak Hour i 1 1 1 1 1 1 1 1 1 e t i 1 a - I = MI • !- - I SI - - MI - a ME I all • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 1 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 2 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures 011- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2023 PM Peak - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry II Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 163.00 Single Family 0.39 0.26 64 42 106 13.4 Routes: Default Routes Zone 1 Subtotal 64 42 106 13.4 Configuration: Default Configuration 2 Planning Are 134.00 Single Family 0.39 0.26 52 35 87 11.0 Zone 2 Subtotal 52 35 87 11.0 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.8 Zone 3 Subtotal 23 15 38 4.8 4 Planning Are 24.00 Single Family 0.39 0.26 9 6 15 1.9 Zone 4 Subtotal 9 6 15 1.9 5 Planning Are 18.00 Golf Course 0.61 0.77 11 14 25 3.2 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.4 Zone 5 Subtotal 18 18 36 4.6 6 Planning Are 54.00 Single Family 0.39 0.26 21 14 35 4.4 Zone 6 Subtotal 21 14 35 4.4 7 Planning Are 34.00 Single Family 0.39 0.26 13 9 22 2.8 Zone 7 Subtotal 13 9 22 2.8 8 Planning Are 115.00 Apartment /Loft 0.42 0.20 48 23 71 9.0 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 6.4 Zone 8 Subtotal 70 52 122 15.4 9 Planning Are 60.00 Multi - Family 0.29 0.18 17 11 28 3.5 Zone 9 Subtotal 17 11 28 3.5 10 Church 17.50 Church 0.32 0.27 6 5 11 1.4 Zone 10. Subtotal 6 5 11 1.4 11 Planning Are 34.80 Specialty Rota 0.99 1.32 34 46 80 10.1 11 Planning Are 4.10 Office 0.22 1.10 1 5 6 0.8 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 24.0 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.1 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.8 Zone 11 Subtotal 137 154 291 36.8 TOTAL 430 361 791 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - weekday Thu May 15, 2003 16 :44:28 Page 3 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 4 -1 Gray's Crossing Gray a Crossing Measures with Mitigation Measures with Mitiga ( R1- 2023GraysCrossingNTDwithMitigation .tfx ( R1- 2023GCaysCrossSngNTDwithMltigation. cfx) Turning Movement Report Trip Distribution Report PM Peak - Weekday No Third Tahoe- Donner c Connection Percent: Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 #1 SR 89 6 Rainbow Dr. Zone Base 0 470 245 0 210 0 0 0 0 120 0 0 1045 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 10 10 0 12 0 0 0 0 10 0 0 42 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 480 255 0 222 0 0 0 0 130 0 0 1087 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 X2 SR 89 6 Prosser Dam Rtl. 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Base 200 705 D 5 455 10 10 10 200 75 10 0 1805 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 56 3 169 16 3 3 2 14 38 142 18 15 479 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 256 708 294 21 458 13 12 24 238 217 28 15 2284 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 #3 Alder Dr. 6 Thayer Dr. 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Base 115 0 115 0 0 0 0 50 0 210 70 0 560 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 47 0 0 1 6 0 0 6 70 130' 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Total 115 0 115 47 0 0 1 56 0 210 76 70 690 To Gates !4 Prosser Dam Rd. 6 Road A 12 13 14 15 16 17 18 19 20 21 22 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Zone Added 93 0 15 0 0 0 0 109 90 16 82 0 405 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 93 0 15 0 0 0 0 254 90 16 167 0 635 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 S Prosser Dam Rd. 6 Road B 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 N 5sP 0 0 0 0 0 0 0 145 0 0 65 0 230 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Added 12 0 2 0 0 0 0 106 18 3 85 0 230 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Ba Ad ded 12 0 2 0 0 0 0 251 18 3 170 0 456 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 6 Prosser Dam Rd. 6 Road C 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 X 4 6s P 0 0 0 0 0 0 0 145 0 0 85 0 230 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Added 30 • 0 6 0 1 7 11 67 30 4 46 0 230 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Ba Ad ded 35 2 6 0 1 7 11 212 30 4 131 0 439 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 To Gates 47 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Added 0 0 0 0 0 7 10 63 0 0 44 0 124 Zone Total 0 0 0 0 0 7 10 208 0 0 129 0 354 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 XB Prosser Dam Rd. 6 East Alder Creek Rd. 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 80 0 0 30 10 245 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 6 0 0 0 0 35 51 3 9 0 3 0 107 4 8.3 1.7 1.7 1.7 5.8 8.3 3.3 Total 6 0 0 5 0 90 116 83 9 0 33 10 . 352 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 X10 SR 89 6 Donner Pass Rd. 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 425 515 0 0 220 410 515 0 160 0 0 0 2245 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 141 92 3 138 41 84 36 0 90 23 3 659 9 6.3 1.7 1.7 1.7 0.8 0.0 3.3 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 425 642 106 12 349 451 599 36 160 107 23 17 2927 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 ' Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO a a a a a a a- a s- a a a ■III a a a a a I• - MI a a•• MN a MO I= • a OM - a MO 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 4 -2 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 4 -3 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation. tfx) ( R1- 2023GraysCrossingMTDwithMitigation. tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 011 SR 267 6 I -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 1060 345 0 0 370 10 0 0 0 595 0 455 2835 Base 145 245 645 10 120 25 35 470 155 605 475 10 2940 Added 0 199 0 0 94 142 0 0 0 0 0 34 469 Added 0 0 21 0 0 0 0 51 6 11 9 0 98 Total 1060 544 0 0 464 152 0 0 0 595 0 489 3304 Total 145 245 666 10 120 25 35 521 161 616 484 10 3038 012 SR 267 6 1 -80 EB Off/On Ramp 021 Bridge St. 6 West River St. Base 0 1405 640 340 625 0 0 0 695 0 0 0 3705 Base 655 795 30 55 575 210 190 20 570 25 20 45 3190 Added 0 82 0 28 67 0 117 0 0 0 0 0 294 Added 0 15 0 0 11 5 6 0 0 0 0 0 37 Total 0 1487 640 368 692 0 117 0 695 0 0 0 3999 Total 655 810 30 55 586 215 196 20 570 25 20 45 3227 013 SR 267 6 Brockway 053 Base 1330 1930 15 55 1145 180 80 5 990 10 5 35 5780 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 58 0 0 47 20 24 0 0 0 0 0 149 Added 0 0 0 6 0 9 0 24 0 0 9 0 48 Total 1330 1988 15 55 1192 200 104 5 990 10 5 35 5929 Total 0 0 0 6 0 9 0 24 0 0 9 0 48 014 SR 267 6 Schaffer Mill Rd. 054 Base 195 1455 130 335 1220 580 940 115 275 270 130 905 6550 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 42 0 8 34 5 6 0 0 0 0 10 105 Added 0 21 0 27 0 0 0 0 0 0 0 0 48 Total 195 1497 130 343 1254 585 946 115 275 270 130 915 6655 Total 0 21 0 27 0 0 0 0 0 0 0 0 48 015 SR 267 6 Northstar Dr. 060 Base 190 1320 30 5 1130 475 365 35 220 10 10 5 3795 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 31 0 0 26 8 10 0 0 0 0 0 75 Added 0 30 0 0 29 0 0 0 0 0 0 0 59 Total 190 1351 30 5 1156 483 375 35 220 10 10 5 3870 Total 0 30 0 0 29 0 0 0 0 0 0 0 59 016 Donner Pass Rd. 6 Pioneer Trails 068 Base 355 470 0 0 475 120 205 0 460 0 0 0 2085 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 103 0 0 51 13 16 0 0 0 0 0 183 Added 14 0 0 0 0 0 0 0 14 0 0 0 28 Total 355 573 0 0 526 133 221 0 460 0 0 0 2268 Total 14 0 0 0 0 0 0 0 14 0 0 0 28 017 Donner Pass Rd. 6 1 -80 MB On Ramp Base 260 825 0 0 545 295 0 0 0 0 0 0 1925 Added 0 103 0 0 45 6 0 0 0 0 0 0 154 Total 260 928 0 0 590 301 0 0 0 0 0 0 2079 018 Donner Pass Rd. 6 1 -80 EB Off Ramp Base 0 815 0 0 410 0 265 0 315 0 0 0 1805 Added 0 96 0 0 45 0 7 0 0 0 0 0 148 Total 0 911 0 0 455 0 272 0 315 0 0 0 1953 019 Donner Pass Rd. 6 Glenshire Rd. Base 265 0 335 0 0 0 0 500 400 275 300 0 2075 Added 0 0 25 0 0 0 0 72 0 26 19 0 142 Total 265 0 360 0 0 0 0 572 400 301 319 0 2217 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 5 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 5 -2 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GCaysCrossingNTOwithMitigation .tfx) ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekday Type In Out Total In Out Total In Out Total. In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 811 SR 267 6 I -80 WB Off/On Ramp . Base 1405 965 2370 380 800 1180 0 1070 1070 1050 0 1050 5670 61 SR 89 6 Rainbow Dr. Added 199 94 293 236 233 469 0 142 142 34 0 34 938 Base 715 330 1045 210 470 680 0 0 0 120 245 365 2090 Total 1604 1059 2663 616 1033 1649 0 1212 1212 1084 0 1084 6608 Added 20 22 42 12 10 22 0 0 0 10 10 20 84 Total 735 352 1087 222 480 702 0 0 0 130 255 385 2174 812 SR 267 6 I -80 EB 0ff /On Ramp Base 2045 1320 3365 965 1405 2370 695 0 695 0 980 900 7410 k2 SR 89 6 Prosser Dam Rd. Added 82 67 149 95 199 294 117 0 117 0 28 28 508 Base 1030 730 1760 470 715 1185 220 220 440 85 140 225 3610 Total 2127 1387 3514 1060 1604 2664 812 0 812 0 1008 1008 7998 Added 228 183 411 22 20 42 54 77 131 175 199 374 958 Total 1258 913 2171 492 735 1227 274 297 571 260 339 599 4568 613 SR 267 6 Brockway Base 3275 2145 5420 1380 2045 3425 1075 1515 2590 50 75 125 11560 63 Alder Dr. 6 Thayer Dr. Added 58 47 105 67 82 149 24 20 44 0 0 0 298 Base 230 210 440 0 0 0 50 185 235 280 165 445 1120 Total 3333 2192 5525 1447 2127 3574 1099 1535 2634 50 75 125 11858 Added 0 0 0 47 71 118 7 6 13 76 53 129 260 Total 230 210 440 47 71 118 57 191 248 356 218 574 1380 814 SR 267 6 Schaffer Mill Rd. Base 1780 1765 3545 2135 3300 5435 1330 905 2235 1305 580 1885 13100 84 Prosser Dam Rd. 6 Road A Added 42 34 76 47 58 105 6 5 11 10 8 18 210 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1822 1799 3621 2182 3358 5540 1336 910 2246 1315 588 1903 13310 Added 108 106 214 0 0 0 199 175 374 98 124 222 810 Total 108 106 214 0 0 0 344 260 604 183 269 452 1270 815 SR 267 6 Northstar Dr. Base 1540 1360 2900 1610 1690 3300 620 675 1295 25 70 95 7590 65 Prosser Dam Rd. 6 Road B Added 31 26 57 34 41 75 10 8 18 0 0 0 150 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1571 1386 2957 1644 1731 3375 630 683 1313 25 70 95 7740 Added 14 21 35 0 0 0 124 97 221 88 108 196 452 Total 14 21 35 0 0 0 269 182 451 173 253 426 912 616 Donner Pass Rd. 6 Pioneer Trails Base 825 935 1760 595 675 1270 665 475 1140 0 0 0 4170 66 Prosser Dam Rd. 6 Road C Added 103 51 154 64 119 183 16 13 29 0 0 0 366 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 928 986 1914 659 794 1453 681 488 1169 0 0 0 4536 Added 43 35 78 8 13 21 108 BB 196 50 73 123 418 Total 43 35 78 8 13 21 253 173 426 135 218 353 878 817 Donner Pass Rd. 6 I -80 WB On Ramp Base 1085 545 1630 840 825 1665 0 555 555 0 0 0 3850 87 Prosser Dam Rd. 6 Road D Added 103 45 148 51 103 154 0 6 6 0 0 0 308 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1188 590 1778 891 928 1819 0 561 561 0 0 0 4158 Added 0 0 0 7 10 17 73 51 124 44 63 107 248 Total 0 0 0 7 10 17 218 136 354 129 208 337 708 618 Donner Pass Rd. 6 I -80 EB Off Ramp Base 815 725 1540 410 1080 1490 580 0 580 0 0 0 3610 88 Prosser Dam Rd. 6 East Alder Creek Rd. Added 96 45 141 45 103 148 7 0 7 0 0 0 296 Base 0 0 0 60 75 135 145 85 230 40 85 125 490 Total 911 770 1681 455 1183 1638 587 0 587 0 0 0 3906 Added 6 9 15 35 51 86 63 44 107 3 3 6 214 Total 6 9 15 95 126 221 208 129 337 43 88 131 704 819 Donner Pass Rd. 6 Glenshire Rd. Base 600 675 1275 0 0 0 900 565 1465 575 835 1410 4150 810 SR 89 6 Donner Pass Rd. Added 25 26 51 0 0 0 72 19 91 45 97 142 284 Base 940 380 1320 630 1030 1660 675 835 1510 0 0 0 4490 Total 625 701 1326 0 0 0 972 584 1556 620 932 1552 4434 Added 233 236 469 182 228 410 120 64 184 124 131 255 1318 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1173 616 1789 812 1258 2070 795 899 1694 147 154 301 5854 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO aill a lin MI MI ME MO 1111111 OM I= MI UM I= ali NM lia lin 2023 PM Peak - Weekday Thu May 15, 2003 16:44:28 Page 5 -3 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 6 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithNitigation .tfx) ( R1- 2023GraysCrossingNTOwithMitigation. tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 1035 880 1915 155 290 445 660 645 1305 1090 1125 2215 5880 LOS Veh C LOS Veh C Added 21 17 38 0 0 0 57 9 66 20 72 92 196 X 2 SR 89 6 Prosser Dam Rd. B 10.9 0.692 C 34.5 1.007 +23.634 D/V Total 1056 897 1953 155 290 445 717 654 1371 1110 1197 2307 6076 X 10 SR 89 6 Donner Pass Rd. B 14.5 0.646 C 27.4 0.903 +12.897 D/V 021 Bridge St. 6 West River St. Base 1480 1170 2650 840 1030 1870 780 885 1665 90 105 195 6380 111 SR 267 6 I -80 WB Off/On Ramp D 41.9 0.910 D 48.0 0.968 + 6.136 D/V Added 15 11 26 16 21 37 6 5 11 0 0 0 74 Total 1495 1181 2676 856 1051 1907 786 890 1676 90 105 195 6454 X 12 SR 267 6 I -80 EB Off /On Ramp B 13.1 0.733 C 23.6 0.879 +10.528 D/V 053 X 13 SR 267 6 Brockway C 31.2 0.917 D 35.7 0.955 + 4.505 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 15 0 15 24 18 42 9 30 39 96 X 14 SR 267 6 Schaffer Mill Rd. E 60.2 0.982 E 63.4 0.999 + 3.174 D/V Total 0 0 0 15 0 15 24 18 42 9 30 39 96 X 15 SR 267 6 Northatar Dr. C 28.7 0.889 C 30.2 0.908 + 1.483 D/V 054 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 16 Donner Pass Rd. 6 Pioneer Trai C 23.2 0.929 C 27.0 0.981 + 3.864 D/V Added 21 0 21 27 21 48 0 0 0 0 27 27 96 Total 21 0 21 27 21 48 0 0 0 0 27 27 96 X 18 Donner Pass Rd. 6 1 -80 EB Off B 15.0 0.769 B 17.5 0.831 + 2.428 D/V 060 X 19 Donner Pass Rd. 6 Glenshire Rd C 26.6 0.899 0 41.6 1.033 +15.036 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 30 29 59 29 30 59 0 0 0 0 0 0 118 120 Donner Pass Rd. 6 Bridge St. E 69.3 1.121 E 80.0 1.168, +10.689 D/V Total 30 29 59 29 30 59 0 0 0 0 0 0 118 X 21 Bridge St. 6 West River St. E 63.2 1.007 E 64.7 1.014 + 1.575 D/V 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 14 14 28 0 0 0 14 14 28 0 0 0 56 Total 14 14 28 0 0 0 14 14 28 0 0 0 56 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 7 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 8 -1 Gray's Crossing Gray's Crossing . with Mitigation Measures' with Mitigation Measures (R1- 2023GraysCrossingM 'DwithMitigation.tfx) ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 RCM Operations Method (Future Volume Alternative) Intersection 02 SR 89 6 Prosser Dam Rd. Intersection 02 SR 89 6 Prosser Dam Rd. Cycle (sec): 70 Critical Vol. /Cap. IX): 0.692 Cycle (sec): 70 Critical Vol. /Cap. (X): 1.007 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 10.9 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 34.5 Optimal Cycle: 44 Level Of Service: B Optimal Cycle: 159 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0. 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 200 705 125 5 455 10 10 10 200 75 10 Base Vol: 200 705 125 5 455 10 10 10 200 75 10 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 705 125 5 455 10 10 10 200 75 10 Initial Bse: 200 705 125 5 455 10 10 10 200 75 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 56 3 169 16 3 3 2 14 38 142 18 15 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 211 742 132 5 479 11 11 11 211 79 11 Initial Fut: 256 708 294 21 458 13 12 24 238 217 28 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 211 742 132 5 479 11 11 11 211 79 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 PHF Volume: 269 745 309 22 482 14 13 25 251 228 29 16 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 211 742 132 5 479 11 11 11 211 79 11 Reduced vol: 269 745 309 22 482 14 13 25 251 228 29 16 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: 141.E Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 269 745 309 22 482 14 13 25 251 228 29 16 Adjustment: 0.44 0.98 0.98 0.22 1.00 1.00 0.87 0.87 0.87 0.46 0.46 1.00 I II II II I Lanes: 1.00 0.85 0.15 1.00 0.98 0.02 0.05 0.05 0.90 0.88 0.12 0.00 Saturation Flow Module: Final Sat.: 830 1576 280 409 1852 43 78 78 1490 771 107 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.39 0.96 0.96 0.10 1.00 1.00 0.87 0.87 0.87 0.46 0.46 0.46 Capacity Analysis Module: Lanes: 1.00 0.71 0.29 1.00 0.97 0.03 0.04 0.09 0.87 0.83 0.11 0.06 Vol /Sat: 0.25 0.47 0.47 0.01 0.26 0.26 0.14 0.14 0.14 0.10 0.10 0.00 Final Sat.: 745 1284 533 188 1839 53 74 143 1431 732 93 51 Crit Moves: +4" *** I II II II I Green /Cycle: 0.68 0.68 0.68 0.68 0.68 0.68 0.20 0.20 0.20 0.20 0.20 0.00 Capacity Analysis Module: Volume /Cap: 0.37 0.69 0.69 0.02 0.38 0.38 0.69 0.69 0.69 0.50 0.50 0.00 Vol /Sat: 0.36 0.58 0.58 0.12 0.26 0.26 0.18 0.18 0.18 0.31 0.31 0.31 Delay /Veh: 5.2 8.4 8.4 3.6 5.0 5.0 31.8 31.8 31.8 26.9 26.9 0.0 Crit Moves: `••` " " User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.58 0.58 0.58 0.58 0.58 0.58 0.31 0.31 0.31 0.31 0.31 0.31 AdjDel /Veh: 5.2 8.4 8.4 3.6 5.0 5.0 31.8 31.8 31.8 26.9 26.9 0.0 Volume /Cap: 0.63 1.01 1.01 0.20 0.45 0.45 0.57 0.57 0.57 1.01 1.01 1.01 Design0ueue: 3 10 2 0 6 0 0 0 7 2 0 0 Delay /Veh: 12.8 44.3 44.3 8.0 8.8 8.8 21.7 21.7 21.7 80.6 80.6 80.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 12.8 44.3 44.3 8.0 8.8 8.8 21.7 21.7 21.7 80.6 80.6 80.6 DesignQueue: 5 14 6 0 9 0 0 1 7 6 1. 0 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to Ls4C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc, Licensed to LS&C , Denver, CO • • 11a a s as 111111 a a a a a a a a a a a a a a a■a a1111 1 1 a■a 1 11111 ell 1 1 - O 1 11111 1 1 1 a111 aaa • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 9 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 10 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingHTDwithMitigation .tfx) ( R1- 2023GraysCrossingNTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) 44444444 :* *4. «444444 44444: * ** ** *44444 *4 ::4 4444444 :4 *4444 * * ** * * * **** * ****«4u*** 4444444 * 44** **:*4***** **** :44444: **4444" *44 : :* *4 **** ** ** ******" **444** * * ***** **4 Intersection 010 SR 89 & Donner Pass Rd. Intersection 010 SR 89 & Donner Pass Rd. « *****4444.4** ** **** * *aa : « " "***** * * *** 4a *: 4 a " : :aa. a"4 44444444444444444444444* uaaa*4444 444 «"4a « « * * ** * **** *** 44444444444444444* as a « «4x444 : :.. x44« a *4"«444 : "aa Cycle (sec): 75 Critical vol. /Cap. (X): 0.646 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.903 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 14.5 Loss Time (sec): 12 (Y +R )- 4 sec) Average Delay (sec /veh): 27.4 Optimal Cycle: 50 Level Of Service: B Optimal Cycle:OPTIMIZED Level Of Service: C ********************************************** **** * *** *** * ** **** **4 ** ****4*** «: *********«************«::************************ ** * ** ** *** * * ** ** ********** ** ** ' Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 11 0 0 I II II II I 1 II II II 1 Volume Module: Volume Module: Base Vol: 425 515 220 410 515 160 Base Vol: 425 515 0 0 220 410 515 0 160 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 425 515 220 410 515 160 Initial Bse: 425 515 0 0 220 410 515 0 160 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 141 92 3 138 41 84 36 0 98 23 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 9 -9 0 0 0 0 9 0 14 PHF Volume: 447 542 232 432 542 160 Initial Fut: 425 642 106 12 349 451 599 36 160 107 23 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 447 542 232 432 542 168 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF volume: 447 676 112 13 367 475 631 38 169 113 24 18 5Q$ Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 447 542 232 432 542 168 Reduced Vol: 447 676 112 13 367 475 631 38 168 113 24 18 1 II II 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 447 676 112 13 367 475 631 38 168 113 24 18 Adjustment: 0.61 1.00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 I II II II 1 Lanes: 1.00 1.00 0:00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 saturation Flow Module: Final Sat.: 1153 1900 0 1900 1900 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II II II I Adjustment: 0.48 0.98 0.98 0.16 1.00 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.86 0.14 1.00 1.00 1.00 2.00 0.18 0.82 0.73 0.15 0.12 Vol /Sat: 0.39 0.29 0.00 0.00 0.12 0.27 0.15 0.00 0.10 0.00 0.00 0.00 Final Sat.: 908 1596 264 308 1900 1615 3502 308 1360 1315 279 210 Crit Moves: ^" " 4 f 1 11 II IF I Green /Cycle: 0.60 0.60 0.00 0.00 0.60 0.60 0.24 0.00 0.24 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.65 0.48 0.00 0.00 0.20 0.45 0.65 0.00 0.43 0.00 0.00 0.00 Vol /Sat: 0.49 0.42 0.42 0.04 0.19 0.29 0.18 0.12 0.12 0.09 0.09 0.09 Delay /Veh: 11.9 8.7 0.0 0.0 6.9 8.5 27.4 0.0 25.0 0.0 0.0 0.0 Crit Moves: ""* ' • * " User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.55 0.55 0.55 0.55 0.55 0.55 0.20 0.20 0.20 0.10 0.10 0.10 AdjDel /Veh: 11.9 8.7 0.0 0.0 6.9 8.5 27.4 0.0 25.0 0.0 0.0 0.0 Volume /Cap: '0.90 0.78 0.78 0.08 0.35 0.54 0.90 0.62 0.62 0.90 0.90 0.90 DesignQueue: 8 10 0 0 4 8 18 0 5 0 0 0 Delay /Veh: 34.9 17.3 17.3 8.3 9.8 11.7 44.3 30.9 30.9 75.5 75.5 75.5 44* ".4* :* :444 «**444"44 """*«. "..444** * : :4 :444 :444. "“)"..4."444° :* »4"44.:44. User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 34.9 17.3 17.3 8.3 9.8 11.7 44.3 30.9 30.9 75.5 75.5 75.5 DesignQueue: 9 14 2 0 7 10 22 1 6 4 1 1 .4 " *...44 *.44 « * « : * *** " * * ". "44 aaa :4 " «44 "4"4.« ** *.4*.. ".44 "4a" *4444«.4 "4«4 "."4« Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 11 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 12 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) * 2000 HCM Operations Method (Future Volume Alternative * + * * «.. ** . . ** * «a s * * *. * * * * * : * + **** * *. * * s * * * * + + * ** * *e *** .. + **.. «aaaaa. .. ** * **v . ** ***a * * * *v * ****** ** **aaaaa* ** **** s * * *. ** ** **aaaaa + * * +. a.. * * **.. Intersection * section 011 SR 267 6 I -80 WB Off/On Ramp Intersection 011 SR 267 a 1-80 Ramp * ***e * *aaaaa** ** aaaaa * *+ * * * s * * ** **** * ** ** *** aaaaa*** * +aaaaa *e *. ***** + ++ ***aaaaa * * * *a s ** ** ** *. * *a * * * * ***** ****. aaaaa ** *** *** *** * r rasa* ** * * *x + u*a Cycle (sec): 100 Critical Vol. /Cap. (X): 0.910 Cycle (sec): 100 Critical Vol. /Cap. (X): 0.968 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 41.9 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 48.0 Optimal Cycle: 114 Level Of D Optimal Cycle: Of service: 0 **** *Lee **. **a *. ** * * * ** *aaaaa** * **» *e * * +*:aaaaa **** . *** * aaa*. ** * * *** * * ***a* * . cle *** ** ***a * * * * * * ** * * * * *. a * * Lave* +* aaaaa* +* * * **. * * *aaa** ** *. *v * ** ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T - R L- T- R I I I I I I I I I I I I I I I I Control: Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 I II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 1060 345 370 10 595 45 Base Vol: 1060 345 370 10 595 45 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Initial Bse: 1060 345 370 10 595 45 Initial Bse: 1060 345 370 10 595 45 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Added Vol: 0 199 94 142 0 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PasserByVol: 0 0 0 0 0 PHI Volume: 1116 363 389 11 626 Initial Fut: 1060 544 464 152 595 48 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduced Vol: 1116 363 389 11 626 PHP Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.0D 1.0 1.0 1.0 1.00 1.0 0.0 PH£ Volume: 1116 573 488 160 626 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1116 363 389 11 626 Reduced Vol: 1116 573 488 160 626 I II II II I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final. Vol.: 1116 573 488 160 626 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 I II II II I Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Saturation Flow Module: Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2260 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.60'1.00 1.00 Capacity Analysis Module: Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Vol /Sat: 0.32 0.19 0.00 0.00 0.20 0.01 0.00 0.00 0.00 0.28 0.00 0.00 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2267 1900 0 Crit Moves: *** * I II II II I Green /Cycle: 0.35 0.58 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.30 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.90 0.33 0.00 0.00 0.90 0.03 0.00 0.00 0.00 0.92 0.00 0.00 Vol /Sat: 0.32 0.30 0.00 0.00 0.26 0.10 0.00 0.00 0.00 0.28 0.00 0.00 Delay /Veh: 40.2 11.1 0.0 0.0 59.5 30.1 0.0 0.0 0.0 52.0 0.0 0.0 Crit Moves: **** * * ** a * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.33 0.60 0.00 0.00 0.27 0.27 0.00 0.00 0.00 0.28 0.00 0.00 AdjDel /Veh: 40.2 11.1 0.0 0.0 59.5 30.1 0.0 0.0 0.0 52.0 0.0 0.0 Volume /Cap: 0.96 0.50 0.00 0.00 0.96 0.37 0.00 0.00 0.00 0.99 0.00 0.00 DesignQueue: 43 9 0 0 18 0 0' 0 0 25 0 0 Delay /Delay/Vela: 50.2 11.8 0.0 0.0 65.8 30.3 0.0 0.0 0.0 67.8 0.0, 0.0 ** +* «v* * * *v* ** *** « «* * * * * * ** aaaaa* * ** * * * ** * * * * * ***a « * * + * *** *aaa**. ** . * «s ** s User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00' 1.00 1.00 1.00 1.00 1.00' 1.00 AdjDel /Veh: 50.2 11.8 0.0 0.0 65.8 30.3 0.0 0.0 0.0 67.8 0.0 0.0 DesignQueue: 45 14 0 0 21 7 0 0 0 26 0 0 ***** a«********** ***. «* *** * * * ** ****a «a***** **** * *** **Lava ** * * ****** * ** * ****** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO . ® e ® a 01111111011111111111=1111130111111111MaallIllalli i 1 1 1 11111 11111 111111 1 11111 11111 1 1 11111 11111 11111 11111 11111 11111 11111 11111 • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 13 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:34 Page 14-1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingMTDwithMitigation .tfx) ( R1- 2023GraysCrossingNTSwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) +++++++++.66666++++++++++6++++++++++++++++++++++++ +++++ ++ +++ ++++++ + + + + + +r:+ + +++++ +++++++++++.++.++++++.+++++++++++++++++++++++++++ + +.++ ++++++++ ++++++++ +++.+++♦r+ Intersection #12 SR 267 6 I -80 EB Off /On Ramp Intersection #12 SR 267 6 I -80 ER Off /On Ramp «++++«+«.+++++*****+*****-.+++++++++++++++.++++ ++ +++++++ ++ + ++ + + ++ + ++ ++ ++ + +++++ +++«++++++++++++++++++++++++66+++++«++«+++++++ +++.+ ++e ++ +66* ***+++++++ +++ ++++ Cycle (sec): 75 Critical vol. /Cap. (X): 0.733 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.879 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 13.1 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 23.6 Optimal Cycle: 59 Level Of Service: B Optimal cycle:OPTIMIZED Level Of Service: C. +++++.+++.+++++++.++«+.+++++++++ + + ++.+ + ++ +++" ++ + + + + ++ + + ++ "+++++ "++ + + + ++ ++c++ "++++++++++++"" u******++++++****+.++.+** ****+"** **** ++ + ++ + + +++ ++ + + + ++ +" "+ Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I 11 11 I I 11 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 I I I 11 ( I I I I I 11 11 1 volume Module: Volume Module: Base Vol: 1405 640 340 625 69 Base Vol: 1405 640 340 625 0 69 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1405 640 340 625 69 Initial Bse: 1405 640 340 625 0 69 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 Added Vol: 82 0 28 67 117 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.0 0.9 0.9 0.9 Passerayvol: 0 0 0 0 0 PHF Volume: 1479 674 358 658 Initial Fut: 1487 640 368 692 117 69 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1479 674 358 658 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1565 674 387 728 123 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 Redact Vol: 0 0 0 0 0 Final Vol.: 1479 674 358 658 Reduced Vol: 1565 674 387 728 123 I II II II I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1565 674 387 728 123 . Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I II 11 11 I Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 3610 1615 1805 1900 0 0 1900 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II - II 1 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.41 0.42 0.20 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 1900 0 1357 0 1900 0 0 0 Orit Moves: "" I II II 11 I Green /Cycle: 0.00 0.57 0.57 0.27 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.72 0.73 0.73 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.43 0.42 0.21 0.38 0.00 0.09 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 13.0 15.0 30.5 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Grit Moves: **** + ` "" User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 049 0.49 0.24 0.74 0.00 0.10 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 13.0 15.0 30.5 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.88 0.85 0.88 0.52 0.00 0.88 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 30 13 11 5 0 0 0 0 0 0 0 Delay /Veh: 0.0 22.4 24.9 45.3 4.6 0.0 75.6 0.0 0.0 0.0 0.0 0.0 +++."++.+«+.++++....+..++++,.«+++++++++..+++ ++++++" +++.++ + ++ + ++ + + ++ + + + + + +++ User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 22.4 24.9 45.3 4.6 0.0 75.6 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 37 16 13 9 0 5 0 0 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35' Page 15 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 16 -1 • Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation. tfx) ( R1- 2023GraysCrossingNTDWithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) « + : + « * « .............................................. Intersec + * + tion 813 SR 267 0 Brockway Intersection #13 SR 267 s .**+**,,.*«. ... « + « + ... ++. +. * ** «**.. « «+ «+**+Brockway * + + **** «.............................. I Cycle (sec): 120 Critical Vol. /Cap. (X): 0.917 Cycle (sec): 120 Critical Vol. /Cap. (X): 0.955 Loss Time (sec): 16 (Y +R = 4 sec) Average Delay (sec /veh): 31.2 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 35.7 Optimal cycle: 139 Level of Service: * * * ** *** ** * * * * * *: * **Of *a * * ** *C Optimal Cycle: 165 Level Of Service: * * * ** ** ** * *a * * * *+ * ** * * * * * ** + ** +a * + ** * * * * * *. * *a *Lave* + * e* Servic* * * * ** * + * * * * * * * * *+ + * .«*+ * **** +a+ «* * * * *** e: x «a*«* * *a+ . Servic +. Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R I - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II If I Control: Protected Protected Permitted Permitted Control: • Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 1! 0 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 1! 0 0 I I I I I I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 1330 1930 15 55 1145 180 BO 5 99 10 5 35 Base Vol: 1330 1930 15 55 1145 180 BO 99 10 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Growth Adj: I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 Initial Bse: 1330 1930 15 55 1145 180 00 5 99 10 5 35 Initial Bse: 1330 1930 15 55 1145 180 00 99 10 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 1.00 Added Vol: 0 58 0 0 47 20 24 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 1400 2032 16 58 1205 189 84 5 • 11 5 37 Initial Fut: 1330 1988 15 55 1192 200 104 99 10 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Reduced Vol: 1400 2032 16 58 1205 189 84 5 11 5 37 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.0 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 1.00 PHF Volume: 1400 2093 16 58 1255 211 109 11 37 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 Final Vol.: 1400 2032 16 58 1205 189 84 5 11 5 37 Reduced Vol: 1400 2093 16 58 1255 211 109 11 37 I I II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1400 2093 16 58 1255 211 109 11 37 Adjustment: 0.92 0.95 0.95 0.95 0.95 0.85 0.76 0.76 1.00 0.81 0.81 0.81 I II II II I Lanes: 2.00 1.98 0.02 1.00 2.00 1.00 0.94 0.06 1.00 0.21 0.09 0.70 Saturation Flow Module: Final Sat.: 3502 3578 28 1805 3610 1615 1365 81 1900 321 146 1079 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.95 0.95 0.95 0.95 0.85 0.75 0.75 1.00 0.80 0.80 0.80 Capacity Analysis Module: Lanes: 2.00 1.98 0.02 1.00 2.00 1.00 0.96 0.04 1.00 0.21 0.09 0.70 Vol /Sat: 0.40 0.57 0.57 0.03 0.33 0.12 0.06 0.06 0.00 0.03 0.03 0.03 Final Sat.: 3502 3579 27 1805 3610 1615 1355 62 1900 314 143 1056 Grit Moves: of * .... I II II II I Green /Cycle: 0.44 0.76 0.76 0.04 0.36 0.36 0.07 0.07 0.00 0.07 0.07 0.07 Capacity Analysis Module: • Volume /Cap: 0.92 D.75 0.75 0.75 0.92 0.32 0.92 0.92 0.00 0.51 0.51 0.51 Vol /Sat: 0.40 0.58 0.56 0.03 0.35 0.13 0.08 0.08 0.00 0.04 0.04 0.04 Delay /Veh: 41.0 9.4 9.4 89.8 46.0 27.8 120.7 121 0.0 58.3 58.3 58.3 Grit Moves: * * ** * * ** a*«* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.42 0.74 0.74 0,04 0.36 0.36 0.08 0.08 0.00 0.08 0.08 0.08 AdjOel /Veh: 41.0 9.4 9.4 89.8 46.8 27.8 120.7 121 0.0 58.3 58.3 58.3 Volume /Cap: 0.96 0.79 0.79 0.79 0.96 0.36 0.96 0.96 0.00 0.42 0.42 0.42 DesignQueue: 58 38 0 4 56 8 5 0 0 1 0 2 Delay /Veh: 48.1 11.3 11.3 99.0 52.6 28.3 122.9 123 0.0 54.3 54.3 54.3 **** * **** a******** a* a** a********************e* *a * « « * «* * * * * * »*a « + **a * * * **+**a* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00! 1.00 Adjoel /Veh: 48.1 11.3 11.3 99.0 52.6 28.3 122.9 123 0.0 54.3 54.3 54.3 DesignQueue: 60 42 0 4 58 9 7 0 0 1 0 2 *********************************************** **** * **** * ******** * *** »u** ** *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS[C , Denver, CO • rs e a IIIIII ME a a a a MN an al a lle a a a a a 1 1 1 1 1 1 1 1 11111 11111 1 1 11111 1 111111 r 1 1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 17 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation. tfx) ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ********. **xx*******: :m * *****a : ********** * *aaa ***x******x * ** ***xx ** *** *** ******* * **** L * xxx* *a *****x * *** * **** **********x******** me* x * xxx x** x x*x *m ** a a x x* * ** * Intersection #14 SR 267 6 Schaffer Mill Rd. Intersection #14 SR 267 & Schaffer Mill Rd. **********:****** x******* ****** *** *** *** * * ** ** * * * * *xx * * * **aa **xxx ****** * mime* ************** a* xa*************************** * **xxnn *L *ax * ****** * ** * *********.*v cycle (sec): 115 Critical Vol./Cap. (X): 0.982 Cycle (sec): 115 Critical Vol. /Cap. (X): 0.999 Loss Time (sec): 16 (Y +R ■ 4 sec) Average Delay (sec /veh): 60.2 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 63.4 ****** * : Service: E Optimal Cycle: ******: ************* *** *********** ************************* * ** * *** **t*****: ** * ** *** s*x*x *** ************* ****S** ice: * **. * * * * * * * * * * * *E E * * * ** * t**• cle 180 * xa Leva of Se «u** Ex ***ern al * cl * 1 80 L* * Of « Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Protected Protected Protected Protected Control: Protected Protected Protected Protected Rights: Include Ignore Ignore Ignore Rights: Include Ignore Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 I II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 195 1455 130 335 1220 58 940 115 27 270 130 90 Base Vol: 195 1455 130 335 1220 58 940 115 27 270 130 90 Growth Adj: 1.00 1.00 1.00 1,00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 Initial Bse: 195 1455 130 335 1220 58 940 115 27 270 130 90 Initial Use: 195 1455 130 335 1220 58 940 115 27 270 130 90 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Added Vol: 0 42 0 8 34 6 0 0 0 1 PHP Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 PasserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 205 1532 137 353 1284 989 121 284 137 Initial Fut: 195 1497 130 343 1254 58 946 115 27 270 130 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Reduced Vol: 205 1532 137 353 1284 989 121 284 137 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 PHF Volume: 205 1576 137 361 1320 996 121 284 137 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Redact Vol: 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1532 137 353 1284 989 121 284 137 Reduced Vol: 205 1576 137 361 1320 996 121 284 137 I 11 II II 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Saturation Flow Module: MIX Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 190D 1900 1900 Final Vol.: 205 1576 137 361 1320 996 121 284 137 Adjustment: 0.95 0.91 0.85 0.95 0.95 1.00 0.92 1.00 1.00 0.95 1.00 1.00 I II II II 1 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 .1900 I II II II 1 Adjustment: 0.95 0.91 0.85 0.95 0.95 1.00 0.92 1.00 1.00 0.95 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Vol /Sat: 0.11 0.30 0.08 0.20 0.36 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Crit Moves: * * ** I I II 11 1 Green /Cycle: 0.12 0.30 0.30 0.20 0.38 0.00 0.29 0.10 0.00 0.26 0.07 0.00 Capacity Analysis Module: Volume /Cap: 0.94 0.98 0.28 0.98 0.94 0.00 0.98 0.61 0.00 0.61 0.98 0.00 Vol /Sat: 0.11 0.30 0.08 0.20 0.37 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Delay /Veh: 94.1 58.5 31.0 88.4 46.9 0.0 64.6 54.9 0.0 40.1 124 0.0 Crit Moves: *** * **** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.12 0.30 0.30 0.20 0.38 0.00 0.28 0.10 0.00 0.25 0.07 0.00 AdjDel /Veh: 94.1 58.5 31.0 88.4 46.9 0.0 64.6 54.9 0.0 40.1 124 0.0 Volume /Cap: 0.95 1.00 0.28 1.00 0.95 0.00 1.00 0.62 0.00 0.62 1.00 0.00 DesignQueue: 12 74 6 19 56 0 48 7 0 14 8 0 Delay /Veh: 97.6 62.5 30.7 93.2 48.4 0.0 69.5 55.4 0.0 40.6 130 0.0 * ** aaa******** x*a*a*** a********* a* ****a** **** ***xx ***x *x***** *a * * *** **aaa** *** ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 97.6 62.5 30.7 93.2 48.4 0.0 69.5 55.4 0.0 40.6 130 0.0 DesignQueue: 12 76 6 19 57 0 49 7 0 14 8 0 **** ****x *x * : ***x * * * ***** *******aaa*******xxx ** * * ******* *** *** *** :***x * * * * *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to Ls6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSsc , Denver, CO • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 19 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 20 -1 Gray's Crossing Gray's Crossing I with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) + +*+++ + +. * . * * ** * * *. + "+ *** "+ "* * ** + « * ** * * +* ** + + * *++* * * + *+*+ * + * ++ *. + * * *+ *+*+*******+ u*********************** ** ** * * *+ * * + + + *+ *** * ** * * * ** * * * ** Intersection #15 SR 267 6 Northstar Dr. Intersection #15 SR 267 6 Northstar Dr. + • *+++++++++*+** « « ++ +*+++***+*******++********** ** * * * * * *** * * * * * * + * *** *** ***** ****. **************************++ . + * * * ** **. ** ** * * ** * ** *+ + + + ++ Cycle (sec): 75 Critical Vol. /Cap. (X): 0.889 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.908 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): ' 28.7 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 30.2 Optimal Cycle:90 Level Of Service *C Optimal Cycle:OPTIMIZEDLevel Of + Service: C * « . ** + + + + +* * ** * *. + + *+ +. ++ *_ * , + + * * * *+ + * + * * *. ** * ***** + * ** + + + * * * * * *+ ++ ** * * * * * ** * * ** + + * ** + *+ . * * *x + ++ *** . + ** * *+* **** +* ****. * *** + . ++* * ** . * ** * + * ** « Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T- R L- T - R L - T - R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 . 0 1 0 0 1 1 0 0 1 0 Lanes: 1 0 1 1 0 1 0 2 0 1 0 1 0 0 1 1 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 190 1320 30 5 1130 475 365 35 220 '10 10 Base Vol: 190 1320 30 1130 475 365 35 220 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1,0 Initial Bse: 190 1320 30 5 1130 475 365 35 220 10 10 Initial Bse: 190 1320 30 1130 475 365 35 220 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added vol: 0 31 0 26 8 10 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 0. PHF Volume: 200 1389 32 5 1189 500 384 37 232 11 11 Initial Fut: 190 1351 30 1156 483 375 35 220 10 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduced Vol: - 200 1389 32 5 1189 500 384 37 232 11 11 PRF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 PHF Volume: 200 1422 32 1217 508 395 37 232 11 11 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 200 1389 32 5 1189 500 384 37 232 11 11 Reduced Vol: 200 1422 32 1217 508 395 37 232 11 11 II II II I PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.0D 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 200 1422 32 1217 508 395 37 232 11 11' Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0.30 0.95 0.95 1 II II II I Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Saturation Flow Module: Final Sat.: 1805 3518 81 1805 3610 1615 1251 121 1615 562 1245 566 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0.29 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 1,96 0.04 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Vol /Sat: 0,11 0.39 0.39 0.00 0.33 0.31 0.31 0.31 0.14 0.02 0.01 0.01 Final Sat.: 1805 3520 79 1805 3610 1615 1254 117 1615 542 1245. 566 Grit Moves: *"+ * + ** * * ** I II II II 1 Green /Cycle: 0.12 0.49 0.49 0.00 0.37 0.37 0.35 0.35 0.35 0.35 0.35 0.35 Capacity Analysis Module: • Volume /Cap: 0.89 0.80 0.80 0.80 0.89 0.84 0.89 0.89 0.42 0.06 0.03 0.03 Vol /Sat: 0.11 0.40 0.40 0.00 0.34 0.31 0.31 0.31 0.14 0.02 0.01 0.01 Delay /Veh: 64.5 18.8 18.8 264.4 29.9 31.5 41.6 41.6 19.3 16.5 16.2 16.2 Crit Moves: * * ** * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.12 0.49 0.49 0.00 0.37 0.37 0.35 0.35 0.35 0.35 0.35 0.35 AdjDel /Veh: 64.5 18.8 18.8 264.4 29.9 31.5 41.6 41.6 19.3 16.5 16.2 16.2 Volume /Cap: 0.91 0.82 0.82 0.82 0.91 0.85 0.91 0.91 0.41 0.06 0.03 0.03 Designoueue: 8 33 1 0 34 1 1 0 0 0 Delay /Veh: 69.1 19.7 19.7 282,2 31.6 32.5 44.5 44.5 19.2 16.5 16.2 16.2 * ** ** * * * *+ ***. + «* *+ + x + + + « « * * * + * ++ * « + + +4 + + «*11 +.+* + + +++ 7x.* «+ + * * * * + * +. * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 1.00 AdjDel /Veh: 69.1 19.7 19.7 282.2 31.6 32.5 44.5 44.5 19.2 16.5 16.2 16.2 Designoueue 8 **+ 39 **++* 1 *+*+* 0 *** 35 * * * + * *+ * ***+ + «*+ * + ** 0 0 : *** • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, Co Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSeC , Denver, CO • 11111111111MINIWW11111111111111111111111111111111011111111111111111.111111111111111111111111111111111•11111 a a a a a 11111 a s a■ a 111111 a a a 11/111 a a r 1 • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 21 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 22 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023Gr aysCrossingNTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) *************** 2000 Operations Method ( Future Volume Alternative) * *.*... * . + , **+ s * *. * . ******** * ** *** s * * **x s * * * *** * * *** ******* • s * * * * * * * ** * **** * *** * * *** * **** * ** ****** ****** * ** * *** s **** ****** ** .. »*.** + ** «* Intersection 816 Donner Pass Rd. 6 Pioneer Trails Intersection #16 Donner Pass Rd. 6 Pioneer Trails ************************************************* ****************a** ***** ** *** ** *******************************-****************** ** * ****** * * ** *** *** ******* *** ** Cycle (sec): 65 Critical Vol. /Cap. (XI: 0.929 Cycle (sec): 65 Critical Vol. /Cap. (k): 0.961 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 23.2 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 27.0 Optimal Cycle: 93 Level Of Service: . c optimal Cycle: 123 Level Of Service: C *********** * *s ». ***** . : : ** ***. ***a . **** ** ** s *** ** *. * *** ** *** ** a . *x a * * **. s * *** *. s . *** «. * ****** ** ** .**** * * .: * * * *** s **s * ** * * *. * ..a « *a.sss . *. sss ** * *a Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I (I II 11 1 Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I II II II I I 11 II II I volume Module: Volume Module: Base Vol: 355 470 475 120 205 460 Base Vol: 355 470 475 120 205 460 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 355 470 475 120 205 460 Initial Bse: 355 470 475 120 205 460 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 103 51 13 16 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 374 495 500 126 216 484 Initial Fut: 355 573 526 133 221 460 Reduct Vol: 0 0 0 0 0 0 ' User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 374 495 500 126 216 484 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PcE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 374 603 554 140 233 484 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 374 495 500 126 216 484 Reduced Vol: 374 603 554 140 233 484 I II II II I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 374 603 554 140 233 484 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 I II II II I Lanes; 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 726 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II ( Adjustment) 0.35 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1,00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.52 0.26 0.00 0.00 0.26 0.08 0.15 0.00 0.30 0.00 0.00 0.00 Final Sat.: 667 1900 0 0 1900 1615 1461 0 1615 0 0 0 Grit Moves: ..* I II II II I Green /Cycle: 0. 55 0.55 0.00 0.00 0.55 0.55 0.32 0.00 0.32 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.93 0.47 0.00 0.00 0.47 0.14 0.46 0.00 0.93 0.00 0.00 0.00 Vol /Sat: 0.56 0.32 0.00 0.00 0.29 0.09 0.16 0.00 0.30 0.00 0.00 0.00 Delay /Veh: 41.1 9.1 0.0 0.0 9.1 7.1 18.2 0.0 44.6 0.0 0.0 0.0 Grit Moves: **** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.57 0.57 0.00 0.00 0.57 0.57 0.31 0.00 0.31 0.00 0.00 0.00 AdjDel /Veh: 41.1 9.1 0.0 0.0 9.1 7.1 18.2 0.0 44.6 0.0 0.0 0.0 Volume /Cap: 0.98 0.56 0.00 0.00 0.51 0.15 0.52 0.00 0.98 0.00 0.00 0.00 Design0ueue: 6 9 0 0 9 2 5 0 13 0 0 0 Delay /Veh: 54.5 9.4 0.0 0.0 8.8 6.6 19.8 0.0 57.9 0.0 0.0 0.0 *********** a***************** a**************** * *** * ** ** *** * * * ** * ** * * *a * **a « * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 54.5 9.4 0.0 0.0 8.8 6.6 19.8 0.0 57.9 0.0 0.0 0.0 • Designoueue: 6 10 0 0 9 2 6 0 13 0 0 0 *******************««*******u aa*********** a* a* **** * **** ****** * ***** ****** **** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 23 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 24 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingMTDwithMitigation. tfx) ( R1- 2023GraysCrossingMTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 H Operations Method (Base Volume Alternative) 2000 Operations HCM OperaMethod ( Future Volume Alternative) • «. « :. «. ,..« * 2000 HCM CF * *• *. •• • Fet•cd * ** *•F **o*u *« « ernativ ** * * ** *2220 « * *•* * * * *• *••• *• 2000 *ut . ertions * •* «**• * ut * •F ure *utu•e * « * «* ****** * * * ** *utut * * ** Intersection 918 Donner Pass Rd. 5 I -80 MB Off Ramp Intersection 918 Donner Pass Rd. 6 I -80 EB Off Ramp **** ******* * ** ** * *** * ** 2 ************. . * *** ** 2 2 21 • •* ***. : 2! F** . ***. * ****** *. **** 2u ut « ***•********** *F **** **** ** *******•** ***•••***** Cycle (sec): 55 Critical Vol /Cap. (X): 0 Cycle (sec): ** 55 Critical Vol. /Cap. (X): 0.831 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 15.0 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 17.5 Optimal * Cycle: ** * * 50 * * * * * * * * * * * * * * * * Leve * 1 * Of * Service` * * * * * * * * * * * ** * ** B * * ** Optimal * Cycle: * * * * * * * 59 * * * * * ** ** ** * Level Of * Service. B * * * * * * * * * * * * * * * ** * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L- T- R L- T- R L - T- R L- T- R I II ---- 11 11 I I 11 II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 1 11 -- 11 II I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 815 410 265 315 Base Vol: 815 410 265 315 0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 Initial Bse: 815 410 265 315 Initial Bse: 815 410 265 315 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 96 45 7 0 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 858 432 279 332 Initial Fut: 911 455 272 315 0 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 Reduced Vol: 858 432 279 332 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.95 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 959 479 286 332 0 MLF Adj: 1.0 1.00 1.0 1.0( 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 858 432 279 332 Reduced Vol: 959 479 286 332 0 11 II II I PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 959 479 286 332 0 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 I II II II I Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I I - - -'' 11 11 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.45 0.00 0.00 0.23 0.00 0.19 0.00 0.21 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit Moves: * *•• * * ** 1 1 11 II 1 Green /Cycle: 0.00 0.59 0.00 0.00 0.59 0.00 0.27 0.00 0.27 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.77 0.00 0.00 0.39 0.00 0.71 0.00 0.77 0.00 0.00 0.00 Vol /Sat: 0.00 0.50 0.00 0.00 0.25 0.00 0.20 0.00 0.21 0.00 0.00 0.00 Delay /Veh: 0.0 11.9 0.0 0.0 6.3 0.0 24.4 0.0 26.8 0.0 0.0 0.0 Crit Moves: •• ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.61 0.00 0.00 0.61 0.00 0.25 0.00 0.25 0.00 0.00 0.00 AdjDel /Veh: 0.0 11.9 0.0 0.0 6.3 0.0 24.4 0.0 26.8 0.0 0.0 0.0 Volume /Cap: 0.00 0.83 0.00 0.00 0.42 0.00 0.79 0.00 0.83 0.00 0.00 0.00 DesignQueue: 0 12 0 0 6 0 6 0 8 0 0 0 Delay /Veh: 0.0 13.8 0.0 0.0 5.9 0.0 30.6 0.0 33.3 0.0 0.0 0.0 ***: •**** «•2• » «*** » »** «**••••,2 *** ••Fur• **F•••2 *** * *•• * * «**F2••** * * • * * * * * * + User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 1.00 AdjDel /Veh: 0.0 13.8 0.0 0.0 5.9 0.0 30.6 0.0 33.3 0.0 0.0' 0.0 DesignQueue 0 13 0 0 6 0 7 0 8 2** 0« **•*« * ***«« * «•«F • ut • **a *FF•uF *ut•« *•**FF F *ut• 0 ** *• .. ut0 0 F F es* 2***ux 0 0 F2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 lc) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO WO e r IMO 11011 V all OM 11111 e■II ■o 1 1 5 1 1 VIM V IMO _ 0 MI .a ! SS i MI - - MI ! N! MI s MI r S 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 25 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 26 -1 Gray's Crossing Gray's Crossing . with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTOwithMitigation. tfx) ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 1CM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) 444* 444**» 4444*4* 444444* ****44*44 4444444*4+44**44444444444444444444444444* **Lee 4444444 44444444 * *444* * *444** *44444****** 44444****** 444***** **444 44*****444444444 Intersection 019 Danner Pass Rd. 6 Glenshire Rd. Intersection 819 Donner Pass Rd. 6 Glenshire Rd. * **.44444 *** **444444444444444444444444444444444444444444 *****4444444444444444 + *aa * * * *a*** *+*e + +**********«**«« ** * ** « * * *4 *«**« * * * ** * *** * *****4 *4444x****** .. « .. * * Cycle (sec): 100 Critical Vol. /Cap. (X): 0.899 Cycle (sec): 100 Critical Vol. /Cap. (X): 1.033 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 26.6 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 41.6 Optimal Cycle * ** * ** *100 100 **** * *********************************44 Level Service 4 t Optimal* .Cycle:**** ****** ************* 44***** *f Serv* Service: 4444 ** *4444* D * *. al. ***** 44 . imal 4444 180 Level 44L 4 Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R 1 - T- R L- T- R I II 1I II 1 1 II I1 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 I 11 11 I I I I I I II II I Volume Module: Volume Module: Base Vol: 265 335 500 400 275 300 Base Vol: 265 335 500 400 275 300 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 265 335 500 400 275 300 Initial Bse: 265 335 500 400 275 300 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 25 72 0 26 19 Pile Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 279 353 526 421 289 316 Initial Fut: 265 360 572 400 301 319 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Reduced Vol: 279 353 526 421 289 316 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 PHF Volume: 279 379 602 421 317 336 MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 279 353 526 421 289 316 Reduced Vol: 279 379 602 421 317 336 1 1) 11 11 I PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 279 379 602 421 317 336 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 1.00 1.00 0.85 0.52 0.52 1.00 I 11 11 11 I Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.48 0.52 0.00 saturation Flow Module: Final Sat.: 1461 0 1615 0 0 0 0 1900 1615 475 519 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 I Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 1.00 1.00 0.85 0.48 0.48 1.00 Capacity Analysis Module: Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.49 0.51 0.00 Vol /Sat: 0.19 0.00 0.22 0.00 0.00 0.00 0.00 0.28 0.26 0.61 0.61 0.00 Final Sat.: 1461 0 1615 0 0 0 0 1900 1615 443 469 0 Crit Moves: 4444 4444 1 II 11 11 I Green /Cycle: 0.24 0.00 0.24 0.00 0.00 0.00 0.00 0.68 0.68 0.68 0.68 0.00 Capacity Analysis Module: Volume /Cap: 0.79 0.00 0.90 0.00 0.00 0.00 0.00 0.41 0.39 0.90 0.90 0.00 Vol /Sat: 0.19 0.00 0.23 0.00 0.00 0.00 0.00 0.32 0.26 0.72 0.72 0.00 Delay /Veh: 46.4 0.0 59.5 0.0 0.0 0.0 0.0 7.4 7.3 28.4 28.4 0.0 .Crit Moves: 4444 4444 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.23 0.00 0.23 0.00 0.00 0.00 0.00 0.69 0.69 0.69 0.69 0.00 AdjDel /Veh: 46.4 0.0 59.5 0.0 0.0 0.0 0.0 7.4 7.3 28.4 28.4 0.0 Volume /Cap: 0.84 0.00 1.03 0.00 0.00 0.00 0.00 0.46 0.38 1.03 1.03 0.00 DesignQueue: 12 0 16 0 0 0 0 10 8 6 6 0 Delay /Veh: 54.1 0.0 94.5 0.0 0.0 0.0 0.0 7.2 6.6 60.0 60.0 0.0 ****** * * * * ** * * « + * * » + +4 * + «44* «* +* + * * + + +* ***Lee *44 * * *44 * * * *Le * * *a * * * * * * *ue *4444 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 54.1 0.0 94.5 0.0 0.0 0.0 0.0 7.2 6.6 60.0 60.0 0.0 DesignQueue: 12 0 17 0 0 0 0 11 8 6 6 0 * * + ** **u *e ** * * * *: 444*44444 a4* L* aa* *4 * * ** ** * + *a*** * ** * *44* * *44 * ** *** *Lee *e «4444 Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed t0 LS&C , Denver, CO . • 2023 PM Peak - Weekday Fri May 16, 2003 12:45:43 Page 27 -1 2023 PM Peak - Weekday Fri May 16, 2003 12:45:43 Page 28 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingNTOwithMitigation. tfx) Level Of Service Computation Report Level Of Service computation Report 1 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Method Volume *...«AMO***, 2000 : « +*inns « t h e * * r**. *Volume * Alter«„««« «a 0.0 «0r *x * * * * * * **** *x20,0,,, * . ******„*Meth„ « «0 0** Vole«, * A t A *tree .*****.«««.*.. Intersection 920 Donner Rd. Rd6 Bridge St. Intersection 920 Donner Rd. 6 Bridge St. Intersec*0, * «r 0 Mho *r * x0 *A * Rd. * x errs Bridge * *r *0 , *** * sees* ** M*r o sees*** * seer ** * *t * *tersest «o * *** * **seer * Pass * «A **00 a * **. * * *A * * * ** * *oA x * * * * * * * * ** * ** *r0* *** Cycle (sec): 95 Critical Vol. /Cap. (X): 1.033 Cycle (sec): 95 Critical Vol. /Cap. (X): 1.074 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 49.9 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 56.9 Optimal Cycle: 180 Level Of Service: D Optimal Cycle:OPTIMIZED Level Of Service: E «. 0***************************************** * ** ****0*****h0 **** **0 * * *A «***0 ****«***** 0r**** *** 0x****x*««*** e** 0o** * * ** * * ** ** * ***** *** * * «*00 ******** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Sound West Bound Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I 11 11 11 1 1 11 11 11 I Control: Permitted Permitted Protected Protected Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Rights: Ov1 Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 0 11 0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 1 0 0 1 0 0 11 0 0 1 0 1 0 1 1 0 0 1 0 1 11 11 11 I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11.00 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 21 0 0 0 0 51 6 11 9 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 ' 0 PHF Volume: 153 258 679 11 126 26 37 495 163 637 500 11 Initial Fut: 145 245 666 10 120 25 35 521 161 616 484 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 -1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 153 258 679 11 126 26 37 495 163 637 500 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 '0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 258 701 11 126 26 37 548 169 648 509 I 11 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 153 258 679 11 126 26 37 495 163 637 500 11 Reduced Vol: 153 258 701 11 126 26 37 548 169 648 509 11 1 11 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 153 258 701 11 126 26 37 548 169 648 509 11 Adjustment: 0.75 0.75 0.85 0.86 0.86 0.86 0.95 1.00 0.85 0.95 1.00 1.00 1 11 11 11 I Lanes: 0.37 0.63 1.00 0.07 0.77 0.16 1.00 1.00 1.00 1.00 0.98 0.02 Saturation Flow Module: Final Sat.: 529 892 1615 111 1270 262 1805 1900 1615 1805 1854 41 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 11 1 Adjustment: 0.74 0.74 0.85 0.83 0.83 0.83 0.95 1.00 0.85 0.95 1.00 1.00 Capacity Analysis Module: Lanes: 0.37 0.63 1.00 0.07 0.77 0.16 1.00 1.00 1.00 1.00 0.98 0.02 . Vol /Sat: 0.29 0.29 0.42 0.10 0.10 0.10 0.02 0.26 0.10 0.35 0.27 0.27 Final Sat.: 526 886 1615 107 1222 252 1805 1900 1615 1805 1854 ' 40 Crit Moves: ***' * * ** 1 11 11 11 I Green /Cycle: 0.28 0.28 0.62 0.28 0.28 0.28 0.04 0.25 0.25 0.34 0.55 0.55 Capacity Analysis Module: Volume /Cap: 1.03 1.03 0.68 0.35 0.35 0.35 0.49 1.03 0.40 1.03 0.49 0.49 Vol /Sat: 0.29 0.29 0.43 0.10 0.10 0.10 0.02 0.29 0.10 0.36 0.27 0.27 Delay /Veh: 88.1 88.1 13.6 27.8 27.8 27.8 49.4 85.4 30.2 76.3 13.4 13.4 Crit Moves: * * ** sees sees User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.27 0.27 0.61 0.27 0.27 0.27 0.04 0.27 0.27 0.33 0.56 0.56 AdjDe1 /Veh: 88.1 88.1 13.6 27.8 27.8 27.8 49.4 85.4 30.2 76.3 13.4 13.4 Volume /Cap: 1.07 1.07 0.72 0.38 0.38 0.38 0.49 1.07 0.39 1.07 0.49 :0.49 Designoueue : 6 10 15 0 5 1 2 21 7 24 13 0 Delay /Veh: 101.9 102 15.7 28.7 28.7 28.7 49.4 96.0 29.0 89.8 13.0 13.0 V0, ***t**. * * * * * * * * ** * * * * *+ * * *0a , *.* 0 e 0 * * ** * 00M . . * * * *, * * * * * * * * * * *o * * * *. * *. * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 :1.00 AdjDel /Veh: 101.9 102 15.7 28.7 28.7 28.7 49.4 96.0 29.0 89.8 13.0 :13.0 Designpueue: 6 11 16 0 5 1 2 23 7 25 13 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • _ a• IS ago a • OM • • a as a - MI • as _ 1111111 a. • - OM SI .I MI MI I_ M MI s _ la B - s n IS 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 29 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:44:35 Page 30 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingMTDWithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ++++*+*++*****+**«»:««::«::*«:+::*+********+**+* + + * ** * *. + + * * * * *** * « «« * * * * ***+++ * * *u + + + + + + + + + + + + ++ * *e *+ *+ *v *. ***«*++ + +e ++v + ** ** * * * + + * * *** *+ * * ** * ** Intersection 821 Bridge St. 6 West River'St. Intersection 621 Bridge St. 6 West River St. + • * * * * * * *. * * * * * * * * * *** * * * * * ** * ** « * *. **: * *. : * * * * * * * * * *** *** ** * ** * ***v ** * ***** *************************************** * * * * * * ***** * * * * * * ******* * * * *** Cycle (sec): 110 Critical Vol. /Cap. (X): 1.007 Cycle (sec): 110 Critical Vol. /Cap. (X): 1.014 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 63.2 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 64.7 Optimal Cycle; ** Level ** Service: E Optimal Cycle: Level *****e: E * al * + : * * * *. *18 0 . . : * + * `!Level *«* Servi ++*«** * * ** «* *::*+* ::* +. * . timal . cle ++.++180 + +«+. *. : * * *xx Level«** *Ser : * e * * * * * * *. * * * + *+ * * * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L- T- R L- T- R I 11 11 I I I 1 I I (I 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 I 11 11 11 I I II 11 11 I Volume Module: Volume Module: Base Vol: 655 795 30 55 575 210 190 20 570 25 20 45 Base Vol: 655 795 30 55 575 210 190 20 570 25 20 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 15 0 0 11 5 6 0 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 689 837 32 58 605 221 200 21 600 26 21 97 Initial Fut: 655 010 30 55 586 215 196 20 570 25 20 45 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 689 837 32 58 605 221 200 21 600 26 21 47 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 689 853 32 58 617 226 206 21 600 26 21 47 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 689 837 32 58 605 221 200 21 600 26 21 47 Reduced Vol: 689 853 32 58 617 '226 206 21 600 26 21 47 1 11 II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 689 853 32 58 617 226 206 21 600 26 21 47 Adjustment: 0.92 0.99 0.99 0.95 1.00 0.85 0.71 0.86 0.86 0.10 0.90 0.90 I 11 11 11 I Lanes: 2.00 0.96 0.04 1.00 1.00 1.00 1.00 0.03 0.97 1.00 0.31 0.69 Saturation Flow Module: Final Sat.: 3502 1819 70 1805 1900 1615 1355 55 1570 190 526 1177 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I (1 11 11 ) Adjustment: 0.92 1.00 1.00 0.95 1.00 0.85 0.71 0.86 0.86 0.10 0.90 0.90 Capacity Analysis Module: Lanes: 2.00 0.96 0.04 1.00 1.00 1.00 1.00 0.03 0.97 1.00 0.31 0.69 Vol /Sat: 0.20 0.46 0.46 0.03 0.32 0.14 0.15 0.38 0.38 0.14 0.04 0.04 Final Sat.: 3502 1822 68 1805 1900 1615 1355 55 1570 182 526 1177 Grit Moves: * ** **** I 11 11 11 1 Green /Cycle: 0.20 0.48 0.48 0.03 0.32 0.32 0.38 0.38 0.38 0.38 0.38 0.38 Capacity Analysis Module: Volume /Cap: 1.01 0.96 0.96 0.96 1.01 0.43 0.39 1.01 1.01 0.36 0.11 0.11 Vol /Sat: 0.20 0.47 0.47 0.03 0.32 0.14 0.15 0.38 0.38 0.14 0.04 0.04 Delay /Veh: 80.5 49.0 49.0 155.3 76.2 30.4 25.3 72.2 72.2 27.6 22.1 22.1 Grit Moves: ** ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.19 0.48 0.48 0.03 0.32 0.32 0.38 0.38 0.38 0.38 0.38 0.38 AdjDel /Veh: 80.5 49.0 49.0 155.3 76.2 30.4 25.3 72.2 72.2 27.6 22.1 22.1 Volume /Cap: 1.01 0.97 0.97 0.97 1.01 0.44 0.40 1.01 1.01 0.38 0.11 0.11 DesignQueue: 36 30 1 3 28 10 8 1 25 1 1 2 Delay /Veh: 82.5 51.2 51.2 159.8 77.5 30.2 25.7 74.3 74.3 28.4 22.3 22.3 **************************+*******++************* * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 82.5 51.2 51.2 159.8 77.5 30.2 25.7 74.3 74.3 28.4 22.3 22.3 DesignQueue: 36 31 1 3 28 10 8 1 25 1 1 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1 2023 With Third Tahoe Donner Connector No Project and Plus Project Intersection LOS With Mitigation Measures 1 Summer Weekday PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIII s S S MI a• I= MI s IIIII •r MN all St a r Alla • 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page 1 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page 2 -1 ' Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwithMitigation. tfx) wTD ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2023 PM Peak - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 8 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 163.00 Single Family 0.39 0.26 64 42 106 13.4 Routes: Default Routes Zone 1 Subtotal 64 42 106 13.4 Configuration; Default Configuration 2 Planning Are 134.00 Single Family 0.39 0.26 52 35 87 11.0 Zone 2 Subtotal 52 35 87 11.0 3 Planning Are 58.00 Single Famile 0.39. 0.26 23 15 38 4.8 Zone 3 Subtotal 23 15 38 4.8 . 4 Planning Are 24.00 Single Family 0.39 0.26 9 6 15 1.9 Zone 4 Subtotal 9 6 15 1.9 5 Planning Are 18.00 Golf course 0.61 0.77 11 14 25 3.2 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.4 Zone 5 Subtotal 18 18 36 4.6 6 Planning Are 54.00 Single Family 0.39 0.26 21 14 35 4.4 Zone 6 Subtotal 21 14 35 4.4 7 Planning Are 34.00 Single Family 0.39 0.26 13 9 22 2.8 Zone 7 Subtotal 13 9 22 2.8 8 Planning Are 115.00 Apartment /Loft 0.42 0.20 48 23 71 9.0 )3 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 6.4 Zone 8 Subtotal 70 52 122 15.4 9 Planning Are 60.00 Multi - Family 0.29 0.18 17 11 28 3.5 Zone 9 Subtotal 17 11 28 3.5 10 Church 17.50 Church 0.32 0.27 6 5 11 1.4 Zone 10 Subtotal 6 5 11 1.4 11 Planning Are 34.80 Specialty Beta 0.99 1.32 34 46 80 10.1 11 Planning Are 4.10 Office 0.22 1.10 1 5 6 0.8 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 24.0 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.1 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.8 Zone 11 Subtotal 137 154 291 36.8 TOTAL 430 361 791 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2023 914 Peak - Weekday Thu May 15, 2003 16:57:53 Page 3 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page'4 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitiga tion.tfx) ( R1- 2023GraysCrossingwTDwithMitigation. tfx) Trip Distribution Report Turning Movement Report With Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 41 5R 89 6 Rainbow Dr. Base 0 430 245 0 215 0 0 0 0 120 0 0 1010 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 10 10 0 12 0 0 0 0 10 0 0. 42 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 440 255 0 227 0 0 0 0 130 0 0 1052 3 2.5 0.8 0.8 8.3 4.2 10.0. 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 42 SR 89 & Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 195 660 130 10 455 10 10 10 200 75 10 0 1765 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 56 3 171 16 3 3 2 14 38 144 18 15 483 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 251 663 301 26 458 13 12 24 238 219 28 15! 2248 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 1 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 43 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 110 0 115 0 0 0 0 50 0 125 215 0 615 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 47 0 0 1 6 0 0 6 70. 130 Total 110 0 115 47 0 0 1 56 0 125 221 701 745 . To Gates 12 13 14 15 16 17 18 19 20 21 22 44 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 150 0 0 85 0 235 Added 95 0 15 0 0 0 0 109 92 16 82 0 409 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 95 0 15 0 0 0 0 259 92 16 167 0 644 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 45 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 150 0 0 85 0 235 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0• Added 12 0 2 0 0 0 0 106 18 3 85 0 226 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 12 0 2 0 0 0 0 256 18 3 170 0 461 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 r 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 46 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0. 150 0 0 85 0 235 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 35 2 6 0 1 7 11 67 30 4 46 0 209 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 35 2 6 0 1 7 11 217 30 4 131 0 444 To Gates 47 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 150 0 0 85 0 235 Zone Added 0 0 0 0 0 7 10 63 0 0 44 0 124 Total 0 0 0 0 0 7 10 213 0 0 129 0 359 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 48 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 85 0 0 30 10 250 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 6 0 0 0 0 35 51 3 9 0 3 0 107 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 6 0 0 5 0 90 116 88 9 0 33 10 357 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 410 SR 89 c Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 465 475 0 0 220 410 510 0 190 0 0 0 2270 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 132 79 3 130 50 94 47 0 84 35 3, 657 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 465 593 93 12 341 460 604 47 190 93 35 171 2950 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS4C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO all B ® i 1 f a fl ar i e -- IIIIII ® ON a-__ 1 1111111111111111111111 MS _ r N 1 s. 1111111111111111 1 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page 4 -2 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page 4 -3 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTOwithMitigation .tfx) ( R1- 2023GraysCrossingWTDwithMitigation. tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 011 SR 267 6 I -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 1050 345 0 0 405 10 0 0 0 595 0 490 2895 Base 125 340 640 10 210 30 40 480 145 600 465 10 3095 Added 0 178 0 0 94 120 0 0 0 0 0 34 426 Added 0 0 21 0 0 0 0 51 6 11 9 0 98 Total 1050 523 0 0 499 130 0 0 0 595 0 524 3321 Total 125 . 340 661 10 210 30 40 531 151 611 474 10 3193 1112 5R 267 6 I -80 EB Off /On Ramp 021 Bridge St. 6 West River St. Base 0 1395 640 370 625 0 0 0 665 0 0 0 3695 Base 625 840 30 55 635 230 210 15 560 25 20 45 3290 Added 0 82 0 28 67 0 96 0 0 0 0 0 273 Added 0 15 0 0 11 5 6 0 0 0 0 0 37 Total 0 1477 640 398 692 0 96 0 665 0 0 0 3968 Total 625 855 30 55 646 235 216 15 560 25 20 45 3327 013 SR 267 6 Brockway 053 Base 1345 1925 15 55 1120 175 80 5 1025 10 5 35 5795 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 58 0 0 47 20 24 0 0 0 0 0 149 Added 0 0 0 6 0 9 0 24 0 0 9 0 48 Total 1345 1983 15 55 1167 195 104 5 1025 10 5 35 5944 Total 0 0 0 6 0 9 0 24 0 0 9 0 48 014 SR 267 6 Schaffer Mill Rd. 054 • Base 195 1460 130 335 1220 585 940 115 275 270 130 910 6565 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 42 0 8 34 5 6 0 0 0 0 10 105 Added 0 21 0 27 0 0 0 0 0 0 0 0 48 Total 195 1502 130 343 1254 590 946 115 275 270 130 920 6670 Total 0 21 0 27 0 0 0 0 0 0 0 0 48 015 5R 267 6 Northstar Dr. 060 • Base 195 1320 25 5 1130 470 365 35 220 10 10 5 3790 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 31 0 0 26 8 10 0 0 0 0 0 75 Added 0 15 0 0 14 7 7 0 0 0 0 0 43 Total 195 1351 25 5 1156 478 375 35 220 10 10 5 3865 Total 0 15 0 0 14 7 7 0 0 0 0 0 43 016 Donner Pass Rd. 6 Pioneer Trails 068 Base 350 455 0 0 480 155 245 0 450 0 0 0 2135 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 103 0 0 51 35 38 0 0 0 0 0 227 Added 7 0 0 0 0 0 0 7 7 0 7 0 28 Total 350 558 0 0 531 190 283 0 450 0 0 0 2362 Total 7 0 0 0 0 0 0 7 7 0 7 0 28 017 Donner Pass Rd. 6 I -80 WS On Ramp Base 245 810 0 0 550 285 0 0 0 0 0 0 1890 Added 0 103 0 0 45 5 0 0 0 0 0 0 153 Total 245 913 0 0 595 290 0 0 0 0 0 0 2043 018 Donner Pass Rd. 6 I -80 EB off Ramp Base 0 785 0 '0 415 0 255 0 295 0 0 0 1750 Added 0 96 0 0 45 0 7 0 0 0 0 0 148 Total 0 881 0 0 460 0 262 0 295 0 0 0 1898 019 Donner Pass Rd. 6 Glenshire Rd. Base 285 0 315 0 0 0 0 490 430 265 290 0 2075 Added 0 0 25 0 0 0 0 72 0 26 19 0 142 Total 285 0 340 0 1 0 0 0 562 430 291 309 0 2217 Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page 5 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page 5 -2 • Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossing WTDwithMitigation.tfx) ( R1- 2023GrayserossingWTDwithMitigation .tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link ! Total PM Peak - Weekday Type In Out Total In Out Total In Out Total In Out Total Volume NB Link 58 Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #11 SR 267 6 I -80 WB Off /On Ramp Base 1395 1000 2395 415 835 1250 0 1060 1060 1085 0 1085! 5790 #1 SR 89 & Rainbow Dr. Added 178 94 272 214 212 426 0 120 120 34 0 34 852 Base 675 335 1010 215 430 645 0 0 0 120 245 365 2020 Total 1573 1094 2667 629 1047 1676 0 1180 1180 1119 0 11191 6642 Added 20 22 42 12 10 22 0 0 0 10 10 20 84 Total 695 357 1052 227 440 667 0 0 0 130 255 385 2104 #12 SR 267 & 1 -80 EB Off /On Ramp Base 2035 1290 3325 995 1395 2390 665 0 665 0 1010 1010 7390 #2 SR 89 & Prosser Dam Rd. Added 82 67 149 95 176 273 96 0 96 0 28 281 546 Base 985 730 1715 475 670 1145 220 215 435 85 150 235 3530 Total 2117 1357 3474 1090 1573 2663 761 0 761 0 1038 1038 7936 Added 230 185 415 22 20 42 54 77 131 177 201 378 966 Total 1215 915 2130 497 690 1187 274 292 566 262 351 613 4496 *13 SR 267 & Brockway Base 3285 2155 5440 1350 2040 3390 1110 1525 2635 50 75 125! 11590 #3 Alder Dr. & Thayer Dr. Added 58 47 105 67 82 149 24 20 44 0 0 0 298 Base 225 125 350 0 0 0 50 325 375 340 165 505 1230 Total 3343 2202 5545 1417 2122 3539 1134 1545 2679 50 75 125 11888 Added 0 0 0 47 71 118 7 6 13 76 53 129 260 Total 225 125 350 47 71 118 57 331 388 416 218 634 1490 014 58 267 & Schaffer Mill Rd. Base 1785 1765 3550 2140 3310 5450 1330 910 2240 1310 580 1890 13130 #4 Prosser Dam Rd. & Road A Added 42 34 76 47 58 105 6 5 11 10 8 18 210 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total' 1827 1799 3626 2187 3368 5555 1336 915 2251 1320 588 1908 13340 Added 110 108 218 0 0 0 201 177 378 98 124 222 818 Total 110 108 218 0 0 0 351 262 613 183 274 457 1288 #15 SR 267 & Northstar Dr. Base 1540 1360 2900 1605.1690 3295 620 675 1295 25 65 90 7580 #5 Prosser Dam Rd. & Road B Added 31 26 57 34 41 75 10 8 18 0 0 0 150 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total 1571 1386 2957 1639 1731 3370 630 683 1313 25 65 90 7730 Added 14 21 35 0 0 0 124 97 221 88 108 196 452 Total 14 21 35 0 0 0 274 182 456 173 258 431 922 #16 Donner Pass Rd. & Pioneer Trails Base 805 930 1735 635 700 1335 695 505 1200 0 0 0 4270 #6 Prosser Dam Rd. & Road C Added 103 51 154 86 141 227 38 35 73 0 0 0 454 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total 908 981 1889 721 841 1562 733 540 1273 0 0 0 4724 Added 43 35 78 8 13 21 108 88 196 50 73 123 418 Total 43 35 78 8 13 21 250 173 431 135 223 358 888 #17 Donner Pass Rd. & I -80 WB On Ramp Base 1055 550 1605 835 810 1645 0 530 530 0 0 0 3780 #7 Prosser Dam Rd. & Road D Added 103 45 148 50 103 153 0 5 5 0 0 0 306 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total 1158 595 1753 885 913 1798 0 535 535 0 0 0 4086 Added 0 0 0 7 10 17 73 51 124 44 63 107 248 Total 0 0 0 7 10 17 223 136 359 129 213 342 710 #18 Donner Pass Rd. a I -80 EB Off Ramp Base 785 710 1495 415 1040 1455 550 0 550 0 0 0 3500 118 Prosser Dam Rd. & East Alder Creek Rd. Added 96 45 141 45 103 148 7 0 7 0 0 0 296 Base 0 0 0 60 75 135 150 85 235 40 90 130 500 Total 081 755 1636 460 1143 1603 557 0 557 0 0 0 3796 Added 6 9 .15 35 51 86 63 44 107 3 3 6 214 Total 6 9 15 95 126 221 213 129 342 43 93 136 714 *19 Donner Pass Rd. & Glenshire Rd. Base 600 695 1295 0 0 0 920 575 1495 555 805 1360 4150 #10 SR 89 & Donner Pass Rd. Added 25 26 51 0 0 0 72 19 91 45 97. 142 284 Base 940 410 1350 630 985 1615 700 875 1575 0 0 0 4540 Total 625 721 1346 0 0 0 992 594 1586 600 902 1502 4434 Added 211 214 425 183 229 412 141 85 226 122 129 251 1314 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1151 624 1775 813 1214 2027 841 960 1801 145 152 297 5900 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO I o IS INN l_ S! - ON r 1111111 Ma i a a A MI I MS s 11■11 BS OM M i S NO MI MO a SI • r r • • 2023 PM Peak - Weekday Thu May 15, 2003 16:57:53 Page 5 -3 • 2023 PM Peak - Weekday Thu May 15, 2003 16:50:00 Page 6 -1 Gray's crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation .tfx) ( R1- 2023GraysCrossingWTDwithMitigatlon .tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 820 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 1105 955 2060 250 390 640 665 620 1285 1075 1130 2205 6190 LOS Veh C LOS Veh C Added 21 17 38 0 0 0 57 9 66 20 72 92 196 8 2 5R 89 6 Prosser Dam Rd. B 10.7 0.667 C 31.2 0.984 +20.515 D/V Total 1126 972 2098 250 390 640 722 629 1351 1095 1202 2297 6386 8 10 5R 89 6 Donner Pass Rd. B 15.6 0.679 0 30.7 D.933 +15.046 D/V *21 Bridge 5t. 6 West River St. Base 1495 1220 2715 920 1095 2015 785 875 1660 90 100 190 6580 8 11 52 267 6 1 -80 WB 0f4/On Ramp 0 44.5 0.927 D 51.8 0.986 + 7.351 D/V Added 15 11 26 16 21 37 6 5 11 0 0 0 74 Total 1510 1231 2741 936 1116 2052 791 880 1671 90 100 190 6654 If 12 52 267 6 I -80 EB Off /On Ramp B 14.3 0.745 C 23.3 0.859 + 9.031 D/V *53 8 13 5R 267 6 Brockway C 31.0 0.914 D 35.4 0.952 + 4.405 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 15 0 15 24 18 42 9 30 39 96 If 14 5R 267 6 Schaffer Mill Rd. E 60.3 0.983 E 63.5 1.001 + 3.181 D/V Total 0 0 0 15 0 15 24 18 42 9 30 39 96 If 15 5R 267 6 Northstar Dr. C 28.8 0.893 C 30.3 0.911 + 1.498 D/V 854 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Donner Pass Rd. 6 Pioneer Trai C 22.0 0.917 C 25.6 0.969 + 3.619 D/V Added 21 0 21 27 21 48 0 0 0 0 27 27 96 Total 21 0 21 27 21 48 0 0 0 0 27 27 96 8 18 Donner Pass Rd. 6 I -80 EB Off B 13.9 0.734 B 16.1 0.792 + 2.105 D/V *60 8 19 Donner Pass Rd. 6 Glenshire Rd C 24.7 0.854 D 36.2 0.982 +11.508 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 15 14 29 21 22 43 7 7 14 0 0 0 86 8 20 Donner Pass Rd. 6 Bridge Si. E 59.9 1.051 E 69.2 1.097 + 9.285 D/V Total 15 14 29 21 22 43 7 7 14 0 0 0 86 8 21 Bridge 5t. 6 West River St. E 66.0 1.024 E 67.8 1.031 + 1.799 D/V *68 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 7 7 14 0 0 0 14 14 28 7 7 14 56 Total 7 7 14 0 0 0 14 14 28 7 7 14 56 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 7 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 8 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingW7DwithMitiga tion.tfx) ( R1- 2023GraysCrossingwrowithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) :. a . ,aaa+* *. a * a a a :a ****L * **a *** *a*-** a * * * *»* * **a*. «**a..* *« aaa * * ** * ** * ** * * * *e aaa a a **** x ** *.* ************** a**** ****** * * * * ****** ***** **a : * * ** Intersection *2 SR 89 S Prosser Dam Rd. Intersection *2 SR 89 6 Prosser Dam Rd. *:*L ***** **aaaa x: :aaaa*« ««. ** a aaa a * *.*aaaa «*aaa :* *aaa ** a** ****a aaaa ***** *** * ** * ** **a** *.**: * ** ***: ..*aaaa** *::aaa*** ♦ x * *: *a ** +*aaa« * *a « x aaaa «e * :aaaa ♦*aaaa* : *x* Cycle (sec): 70 Critical Vol. /Cap. (X): 0.667 Cycle (sec): 70 critical Vol. /Cap. (X): 0.984 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 10.7 Loss Time (sec): 8 (Y+R - 4 sec) Average Delay (sec /veh): 31.2 Optimal Cycle: 42 Level Of *. *cl e . a ** * *aa:* * aaaa ** **'Laze*«.* * a. :.*. a« Service: 0 Optimal Cycle: 06 Service: r *« * *a ** * * aaaa: «« *a yaaa * r. « * 134 ** :aaaa *a, ********* aaa v e ic aaaa*** . as * ** O * **aaa ** ** e ** a . Service: « 134 aL a««*« ic * *a* a Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 11 11 11 1 I 11 11 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 1 11 11 11 1 1 11 II 11 I Volume Module: Volume Module: Base Vol: 195 660 130 10 455 10 10 10 200 75 10 Base Vol: 195 660 130 10 455 10 10 10 200 75 10 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 195 660 130 10 455 10 10 10 200 75 10 Initial Bse: 195 660 130 10 455 10 10 10 200 75 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 56 3 171 16 3 3 2 14 38 144 18 15 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasseLByVol: 0 0 0 0 0 0 0 0 0 0 0, 0 PHF Volume: 205 695 137 11 479 11 11 11 211 79 11 Initial Fut: 251 663 301 26 458 13 12 24 238 219 28 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 205 695 137 11 479 11 11 11 211 79 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 PHF Volume: 264 698 317 27 482 14 13 25 251 231 29 16 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 205 695 137 11 479 11 11 11 211 79 11 Reduced Vol: 264 698 317 27 482 14 13 25 251 231 29 16 1 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 264 698 317 27 482 14 13 25 251 231 29 16 Adjustment: 0.43 0.98 0.98 0.23 1.00 1.00 0.87 0.87 0.87 0.48 0.48 1.00 1 11 11 11 I Lanes: 1.00 0.84 0.16 1.00 0.98 0.02 0.05 0.05 0.90 0.88 0.12 0.00 Saturation Flow Module: Final Sat.: 825 1547 305 441 1652 43 78 76 1491 806 112 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.39 0.95 0.95 0.10 1.00 1.00 0.87 0.87 0.87 0.47 0.47 0.47 Capacity Analysis Module: Lanes: 1.00 0.69 0.31 1.00 0.97 0.03 0.04 0.09 0.87 0.84 0.10 0.06 Vo1/Sat: 0.25 0.45 0.45 0.02 0.26 0.26 0.14 0.14 0.14 0.10 0.10 0.00 Final Sat.: 739 1245 566 190 1839 53 74 143 1431 743 93 51 Crit Moves: **" **** 1 11 11 11 I Green /Cycle: 0.67 0.67 0.67 0.67 0.67 0.67 0.21 021 0.21 0.21 0.21 0.00 Capacity Analysis Module: Volume /Cap: 0.37 0.67 0.67 0.04 0.38 0.38 0.67 0.67 0.67 0.46 0.46 0.00 Vol /Sat: 0.36 0.56 0.56 0.14 0.26 0.26 0.18 0.18 0.18 0.31 0.31 0.31 Delay /Veh: 5.4 8.2 8.2 3.9 5.2 5.2 30.2 30.2 30.2 25.8 25.8 0.0 Crit Moves: -4 e*' ' * *'' User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . Green /Cycle: 0.57 0.57 0.57 0.57 0.57 0.57 0.32 0.32 0.32 0.32 0.32 0.32 AdjDel/Veh: 5.4 8.2 8.2 3.9 5.2 5.2 30.2 30.2 30.2 25.8 25.8 0.0 Volume /Cap: 0.63 0.98 0.98 0.25 0.46 0.46 0.56 0.56 0.56 0.98 0.98 0.98 DesignQueue: 3 10 2 0 7 0 0 0 7 2 0 0 Delay /Veh: 13.1 38.8 38.8 8.8 9.1 9.1 21.2 21.2 21.2 72.9 72.9' 72.9 *aaa * +..» *aaa * «*. a** * * *a* **aaa *a * ** **aaaa *e **a * * * * * * * * « +* *aaa « « Yef a *. * « *. * a User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 13.1 36.8 38.8 8.8 9.1 9.1 21.2 21.2 21.2 72.9 72.9 72.9 DesignQueue: 5 14 6 0 9 0 0 1 7 6 1 0 ** ** * * ** «*aaa «aa «a* *aaa ««a «..aaaa «a « *aaaaaa :**aaaa «*aaaa * « *a **.L *a * ** *aaaa Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO N s a® a MS ON MI MP r NMI IIIM s 111111 0111 0111 VIII w 111111. 0 r_ aye s OS MN -' W 1 s- 111111 s 4 11111 .111111. 'r 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 9 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 10 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwTDwithMitigation .tfx) ( R1- 2023GraysCrossingwrowithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations * Method (Base Volume Alternative) *11* * .2000 RCM Operations Method ( Future Volume Alternative) 11 * *11..*. a *,. a. * *..r.. * **..a aa. *.****. +x * +n* *.a x* ****1 **.u*a ** *aaa*****. *.* "*..a * *a aa** a . . x .+C x * ** *a** * *a ions **r**x * **u * **a * aaa**+ * Alternative) Intersection ntersection 010 SR 89 6 Donner Pass Rd. * 1111 * 1111 * *x * * * * * * * * * * * ** * +1111** Intersection nt a.. *+ * * ...co.. as * a * * Cann*. *..11 * « Rd * * * *r 1111*** * * ***a * a* * *r 1111*** *r * r+ * r 1111*** n.erec.a.n * 1110 * *1 * a* * . * C. *r * * 1.** * * *** *. . a * ............. Cycle (sec): 80 Critical Vol. /Cap. (X): 0.679 Cycle (sec): 80 Critical Vo1. /Cap. (X): 0.933 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 15.6 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 30.7 Optimal 54 Of Service: B Optimal Cycle:OPTIMIZED Level Of Service: 1111 * * *1 * * * * * * * * * C * * * ** a ...*. * . a *"."4********** * * * * * * * ** * * * *** *. ** ***** **** * 1111***" * *x 1111 **x * * 1111* «: r*r * **r* ** *a*** * * * * * ** 1111 x * 1111 *«11.11 * 1 * * ******. a * Approach: North Bound South Bound East Bound West Hound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 1 I 11 11 11 I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 11 0 0 I 11 11 11 I I II II II I Volume Module: Volume Module: Base Vol: 465 475 220 410 510 190 Base Vol: 465 475 0 220 410 510 0 190 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 465 475 220 410 510 190 Initial Bse: 465 475 0 220 410 510 0 190 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 132 79 130 50 94 47 0 84 35 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 489 500 232 432 537 200 Initial Fut: 465 593 93 1 341 460 604 47 190 93 35 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 489 500 232 432 537 200 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 489 624 98 1 359 484 636 49 200 98 37 18 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1,00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 - 0 0 0 0 0 0 0 0 Final Vol.: 489 500 232 432 537 200 Reduced Vol: 489 624 98 1 359 484 636 49 200 98 37 18 1 11 II II 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 489 624 98 1 359 484 636 49 200 98 37 18 Adjustment: 0.61 1.00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 1 II 11 11 I Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1153 1900 0 1900 1900 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 I Adjustment: 0.49 0.98 0.98 0.22 1.00 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.86 0.14 1.00 1.00 1.00 2.00 0.20 0.80 0.64 0.24 0.12 Vol /Sat: 0.42 0.26 0.00 0.00 0.12 0.27 0.15 0.00 0.12 0.00 0.00 0.00 Final Sat.: 927 1609 253 4181900 1615 3502 329 1343 1160 438 213 . Crit Moves: ** ** 1 11 11 11 I Green /Cycle: 0.62 0.62 0.00 0.00 0.62 0.62 0.23 0.00 0.23 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.68 0.42 0.00 0.00 0.20 0.43 0.68 0.00 0.55 0.00 0.00 0.00 Vol /Sat: 0.53 0.39 0.39 0.03 0.19 0.30 0.18 0.15 0.15 0.08 0.08 0.08 Delay /Veh: 12.4 7.9 0.0 0.0 6.5 8.0 30.7 0.0 29.1 0.0 0.0 0.0 Crit Moves: 1111 * * ** "'*" User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.56 0.56 0.56 0.56 0.56 0.56 0.19 0.19 0.19 0.09 0.09 0.09 AdjDel /Veh: 12.4 7.9 0.0 0.0 6.5 8.0 30.7 0.0 29.1 0.0 0.0 0.0 Volume /Cap: 0.93 0.69 0.69 0.06 0.33 0.53 0.93 0.77 0.77 0.93 0.93 0.93 DesignQueue: 9 9 0 0 4 8 19 0 7 0 0 0 Delay /Veh: 40.0 14.3 14.3 7.9 9.5 11.4 51.6 40.9 40.9 87.1 87.1 87.1 r*** ****«a«n**..«**.*.***** ***«** 11**** a * * * * *......... *e.. * * * *a** ** ***n * * * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 40.0 14.3 14.3 7.9 9.5 11.4 51.6 40.9 40.9 87.1 87.1 87.1 ' Desdgn***** **f ***** ***** 11***a******* * ** *** * * * *******2*** * *.**. **4* **112 2**** *1 1. .e. nou 13 2 eu* 10 13 10 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 11 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Pag 12 -1 Gray's Crossing Gray's Crossing 1 with Mitigation Measures with Mitigation Measures 1 ( R1- 2023GraysCrossingW1DwithMitigation. tfx) ( R1- 2023GraysCrossingW1DwithMitigation. tfx) Level Of Service computation Report Level Of Service Computation Report 2000 2 HCM Operations (Base seVolume Alternative) 2000 Method Operations Metho (Future Alternative) i Volume Alternatve) a ** + *.. *.* *2000 . c * + ***aa.+a * ***4** Ba x e: :e ***:**a+ «e .. + * ** f** . + + ** c+aa v::« * ace * c e :a **+ :e Me Facture * Vela** Aternatve) * ** :eau * * * * * ** Intersection X11 SR 267 6 I -80 WB Off /On Ramp Intersection kll SR 267 6 I -80 WB Off /On Ramp t:::*v'+ c*::******** aa***** *******:.****e**ttex**A * +*t **** Cycle (sec): 100 Critical Vol. /Cap. (16): 0.927 Cycle (sec): 100 Critical Vo1. /Cap. (16): 0.986 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 44.5 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 51.8 Optimal Ccle: 124 Le * * * ** * e vel Of Service: D Optimal Cc *:: *« vice+ * * *** * * * * * * * * **** ** * « *** *a y * * * * * * 72 * ** ** + * ** ** ** *ee :e: Level *x Of * Service: er *a re: * * ** «x * * * * * * * **** D ** ** ***************”*”. timal C a vel «a:« le: *. ** x Approach: North Bound south Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 II 11 1 1 II 11 11 I Control: Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 I 11 I1 11 1 1 11 11 11 I . 1 Volume Module: Volume Module: Base Vol: 1050 345 405 10 595 49 Base Vol: 1050 345 405 10 595 0 49 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 Initial Bse: 1050 345 405 10 595 49 Initial Bse: 1050 345 405 10 595 1 0 49 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Added Vol: 0 178 94 120 0 1 0 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PasserByVol: 0 0 0 0 0 ' PHF Volume: 1105 363 426 11 626 Initial Fut: 1050 523 499 130 595 I0 52 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 0.0 Reduced Vol: 1105 363 426 11 626 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.95 0.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 PHF Volume: 1105 551 525 137 626 10 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 0 10 Final Vol.: 1105 363 426 11 626 Reduced Vol: 1105 551 525 137 626 0 1 11 11 11 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 0.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1105 551 525 137 626 '10 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.60 1.00 1.00 1 11 11 11 , I Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Saturation Flow Module: Final sat.: 3502 1900 0 0 1900 1615 0 0 0 2267 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.60 1.00 1.00 Capacity Analysis Module: Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Vol /Sat: 0.32 0.19 0.00 0.00 0.22 0.01 0.00 0.00 0.00 0.28 0.00 0.00 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2271 1900 0 Crit Moves: * **' `*' 1 11 11 11 I Green /Cycle: 0.34 0.59 0.00 0.00 0.24 0.24 0.00 0.00 0.00 0.29 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.92 0.33 0.00 0.00 0.92 0.03 0.00 0.00 0.00 0.94 0.00 0.00 Vol /Sat: 0.32 0.29 0.00 0.00 0.28 0.08 0.00 0.00 0.00 0.28 0.00 0.00 Delay /Veh: 43.0 10.7 0.0 0.0 60.4 28.8 0.0 0.0 0.0 56.1 0.0 0.0 Crit Moves: 888 * * *` ' ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.32 0.61 0.00 0.00 0.28 0.28 0.00 0.00 0.00 0.27 0.00 0.00 AdjDel /Veh: 43.0 10.7 0.0 0.0 60.4 28.8 0.0 0.0 0.0 56.1 0.0 0.0 Volume /Cap: 0.98 0.48 0.00 0.00 0.98 0.30 0.00 0.00 0.00 1.01 0.00 0.00 DesignQueue: 44 9 0 0 19 0 0 0 0 26 0 0 Delay /Veh: 54.6 11.2 0.0 0.0 68.2 28.5 0.0 0.0 0.0 74.0 0.0 0.0 v::v*c** xa*** e+* ec*c:a a»*e: * *e*«*******t «+ :ea «*a *. * :t »:t «* **Fee « «*v' «: * * *ev User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 54.6 11.2 0.0 0.0 68.2 28.5 0.0 0.0 0.0 74.0 010 0.0 DesignQueue: 45 13 0 0 23 6 0 0 0 26 !0 0 * +v+*ec * *e « * «+ **- * ** *coca »x :*c *ee *c « * :* * ** :: eeeee*eex : " «ec *e *roc * ** -*e Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO N. N 1i !1 VIII 1• • 1• M' I_ MI IS MI all S I B - Illa a 1 1__ all .r all UM 1. MS a■r r 11111 MI s. O 1 .,r '- 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 13 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 14 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation .tfx) ( R1- 2023GraysCrossingwTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 012 SR 267 6 I -80 EB Off /On Ramp Intersection #12 SR 267 6 I -80 EB Off /On Ramp Cycle (sec): 80 Critical Vol. /cap. (X): 0.745 Cycle (sec): 80 Critical Vol. /Cap. (X): 0.859 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 14.3 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 23.3 Optimal Cycle: 62 Level Of Service: B Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound Eaat Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 II 11 11 1 I I1 11 II I Control: Permitted Protected Permitted Permitted Control: Permitted Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 I 11 II 11 I 1 II II II I Volume Module: Volume Module: Base Vol: 1395 640 370 625 66 Base Vol: 1395 640 370 625 0 66 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1395 640 370 625 66 Initial Bse: 1395 640 370 625 0 66 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 Added Vol: 82 0 28 67 96 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.0 0.9 0.9 0.9 PasserByvol: 0 0 0 0 0 PHF Volume: 1468 674 389 658 Initial Fut: 1477 640 398 692 96 66 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1468 674 389 658 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1555 674 419 728 101 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1468 674 389 658 Reduced Vol: 1555 674 419 728 101 1 11 11 11 1 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1555 674 419 728 101 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 II II 11 I Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 3610 1615 1805 1900 0 0 1900 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.41 0.42 0.22 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 1900 0 1505 0 1900 0 0 0 Crit Moves: ••• •' *' I 11 11 11 I Green /Cycle: 0.00 0.56 0.56 0.29 0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.73 0.74 0.74 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.43 0.42 0.23 0.38 0.00 0.07 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 14.4 16.7 31.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: •••• •••• User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.51 0.51 0.28 0.79 0.00 0.06 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 14.4 16.7 31.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.84 0.82 0.84 0.49 0.00 1.06 0.00 0.00 0.00 0.00 0.00 Designoueue: 0 32 15 13 5 0 0 0 0 0 0 0 Delay /Veh: 0.0 20.5 22.7 39.6 3.2 0.0 148.1 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 20.5 22.7 39.6 3.2 0.0 148.1 0.0 0.0 0.0 0.0 0.0 Designoueue: 0 38 16 14 8 0 4 0 0 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1 1 I • 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 15 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 16 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwTDwithMitigation. tfx) ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 013 SR 267 6 Brockway Intersection #13 SR 267 c Brockway Cycle (sec): 120 Critical Vol. /Cap. (X): 0.914 cycle (sec): 120 Critical Vol. /Cap. (3): 0.952 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 31.0 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 35.4 Optimal Cycle: 137 Level Of Service: C Optimal Cycle: 162 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R 5 - T- R L - T - R L- T- 8 1 11 II 11 1 1 11 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore .Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0. 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 11 0 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 1! 01 0 1 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 1345 1925 15 55 1120 175 80 102 10 35 Base Vol: 1345 1925 15 55 1120 175 80 102 10 5 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.00 1.00 Initial Bse: 1345 1925 15 55 1120 175 80 102 10 35 Initial Bse: 1345 1925 15 55 1120 175 80 102 10 5 I 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Added Vol: 0 58 0 0 47 20 24 0 0 1 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.0 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1416 2026 16 58 1179 184 84 11 37 Initial Fut: 1345 1983 15 55 1167 195 104 102 10 5 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.00 1.00 Reduced Vol: 1416 2026 16 58 1179 184 84 11 37 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.0 0.95 0.95 0.95 BCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 PHF Volume: 1416 2087 16 58 1228 205 109 11 5 37 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1416 2026 16 58 1179 184 84 11 37 Reduced Vol: 1416 2087 16 58 1228 205 109 11 5 37 I 11 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1416 2087 16 58 1228 205 109 11 5 37 Adjustment: 0.92 0.95 0.95 0.95 0.95 0.85 0.76 0.76 1.00 0.82 0.82 0.82 1 11 11 11 1 Lanes: 2.00 1.98 0.02 1.00 2.00 1.00 0.94 0.06 1.00 0.21 0.09 0.70 Saturation Flow Module: Final Sat.: 3502 3578 28 1805 3610 1615 1365 81 1900 322 146 1082 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 I Adjustment: 0.92 0.95 0.95 0.95 0.95 0.85 0.75 0.75 1.00 0.80 0.80 0.80 Capacity Analysis Module: Lanes: 2.00 1.98 0.02 1.00 2.00 1.00 0.96 0.04 1.00 0.21 0.09 0.70 Vol /Sat: 0.40 0.57 0.57 0.03 0.33 0.11 0.06 0.06 0.00 0.03 0.03 0.03 Final Sat.: 3502 3579 27 1805 3610 1615 1353 62 1900 315 143 1060 Crit Moves: """` """ ` " "" 1 11 11 11 I Green /Cycle: 0.44 0.76 0.76 0.04 0.36 0.36 0.07 0.07 0.00 0.07 0.07 0.07 Capacity Analysis Module: Volume /Cap: 0.91 0.75 0.75 0.75 0.91 0.32 0.91 0.91 0.00 0.51 0.51 0.51 V01/Sat: 0.40 0.58 0.58 0.03 0.34 0.13 0.08 0.08 0.00 0.03 0.03 0.03 Delay /Veh: 40.1 9.4 9.4 89.4 47.0 28.3 119.7 120 0.0 58.1 58.1 58.1 Crit Moves: ""` "" " ` User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.42 0.74 0.74 0.04 0.36 0.36 0.08 0.08 0.00 0.08 0.08 0.08 AdjDe1/Veh: 40.1 9.4 9.4 89.4 47.0 28.3 119.7 120 0.0 58.1 58.1 58.1 Volume /Cap: 0.95 0.79 0.79 0.79 0.95 0.36 0.95 0.95 0.00 0.41 0.41 0.41 DesignQueue: 58 38 0 4 55 8 5 0 0 1 0 2 Delay /Veh: 46.9 11.3 11.3 98.6 52.6 28.8 121.7 122 0.0 54.2 54.2 54.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 46.9 11.3 11.3 98.6 52.6 28.8 121.7 122 0.0 54.2 54.2 54.2 DesignQueue: 60 42 0 4 58 9 7 0 0 1 0! 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO it aIIII. 111. _ r, -.r. .I - - s s SI ,e l' _ r , s r. tr 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 17 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwTDwithMitigation .ifx) ( R1- 2023GraysCrossingWTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 RCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ************************************************** *** ** ** ******r* *** ** * ******* ** ************************************************** * ***** **** * * ***** * ********* *** Intersection 4114 SR 267 6 Schaffer M111 Rd. Intersection 814 SR 267 6 Schaffer Mill Rd. ************************** *** * * *** *** * **** * * ***** ******** ************** *********************************** * ** ***** * ** **** * *** * * * ** ******* Cycle (sec): 115 Critical Vol. /Cap. (X): 0.983 Cycle (sec): 115 Critical Vol. /Cap. (X): 1.001 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 60.3 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 63.5 Optimal Cycle: 180 Level Of Service: E - Optimal Cycle: 180 Level of Service: 6 ************************************************* *** * * * * * *** * * * *** ** * *** * ** * **** *****************************************» u***** * *** ***** * ****** * ** ** ** ***** ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 5 - T- R L- T- R Movement: L - T- R 5 - T- R 5 - T- R L- T- A I II II II I I II II II I Control: Protected Protected Protected Protected Control: Protected Protected Protected Protected Rights: Include Ignore Ignore Ignore Rights: Include Ignore Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 I II II 11 I I II 11 II I Volume Module: Volume Module: Base Vol: 195 1460 130 335 1220 58 940 115 27 270 130 91 Base Vol: 195 1460 130 335 1220 58 940 115 27 270 130 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 Initial Bse: 195 1460 130 335 1220 58 940 115 27 270 130 91 Initial Bse: 195 1460 130 335 1220 58 940 115 27 270 130 91 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Added Vol: 0 42 0 8 34 6 0 0 0 1 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 PasserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 205 1537 137 353 1284 989 121 284 137 Initial Fut: 195 1502 130 343 1254 59 946 115 27 270 130 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Reduced Vol: 205 1537 137 353 1284 989 121 284 137 9148' Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 PCB Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 PHF Volume: 205 1581 137 361 1320 996 121 284 137 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1537 137 353 1284 989 121 284 137 Reduced Vol: 205 1581 137 361 1320 996 121 284 137 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Saturation Flow Module: MLF Adj: . 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 205 1581 137 361 1320 996 121 284 137 Adjustment: 0.95 0.91 0.85 0.95 0.95 1.00 0.92 1.00 1.00 0.95 1.00 1.00 I II 11 II I Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 II 11 I Adjustment: 0.95 0.91 0.85 0.95 0.95 1.00 0.92 1.00 1.00 0.95 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Vol /Sat: 0.11 0.30 0.08 0.20 0.36 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Crit Moves: ** ** * *** I 11 II II I Green /Cycle: 0.12 0.30 0.30 0.20 0.38 0.00 0.29 0.10 0.00 0.26 0.07 0.00 Capacity Analysis Module: Volume /Cap: 0.94 0.98 0.28 0.98 0.94 0.00 0.98 0.61 0.00 0.61 0.98 0.00 Vol /Sat: 0.11 0.30 0.08 0.20 0.37 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Delay /Veh: 93.8 58.7 31.0 88.7 46.8 0.0 64.9 54.9 0.0 40.1 124 0.0 Crit Moves: ** * ** ** User DelAdjt 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.12 0.30 0.30 0.20 0.38 0.00 0.28 0.10 0.00 0.25 0.07 0.00 AdjDel /Veh: 93.8 58.7 31.0 88.7 46.8 0.0 64.9 54.9 0.0 40.1 124 0.0 Volume /Cap: 0.95 1.00 0.28 1.00 0.95 0.00 1.00 0.62 0.00 0.62 1.00 0.00 DesignQueue: 12 74 6 19 56 0 48 7 0 14 8 0 Delay /Veh: 97.4 62.8 30.7 93.5 48.2 0.0 69.8 55.5 0.0 40.6 130 0.0 *********** ************************************* ** *** * * * * ** * * ** ** * * * * * * * * * * * **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 97.4 62.8 30.7 93.5 48.2 0.0 69.8 55.5 0.0 40.6 130 0.0 DesignQueue: 12 76 6 19 57 0 49 7 0 14 8 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 19 -1 2023 PM Peak - weekday Thu May 15, 2003 16:48:00 Page 20 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023craysCrossingw 2DwithMitigation. tfx) ( R1- 2023GraysCrossingWTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report ** ++ * + * 2000 * HCM * Operations Method «* * * ** (Base : * + * ** olume *Alternative) « + + * * * * * + * ** + * « « + * * * * « + * * ** * ** ** 2000 * * HCM * Operations * Method * (Future Volume * Al *ernative) + « + + + + * * * * * * ** Intersection #15 SR 267 c Northstar Dr. * Intersection * 815 * SR 267 * & Noithstar Dr. * * * * * « * *, * * * * * * * * * * * * * *� * «. ** ..�..* + ++ Cycle * (sec) : * * * * * +* + * 75 * « * * * * * * * * * * ** « Critical + Vol. /Cap. (X). * * * * ** *0.893 * * * ** * Cycle (sec): * ** «* * * 75 * * * * * * * * ** *+ + Critical + Vol. /Cap. (X): * * 0.911 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 28.8 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 30.3 Optimal Cycle: 91 Level Of Service: * * * * * * * « +. *. * «« * +C * * * «. Optimal * Cycle: * « * * * * * 97 « * * * * * * « * * * * * *+ * Level * Of Service: * * * * * * * * + * * * « + * * * C + * * ** Approach* * * * ** * NorthBound * * + +* * South * Bound + * * * ** « East * Bound West Bound Approach: * * ** North Bound South Bound * ** « + East * Bound West Bound Movement: L - T- R L- T R L- T- R L- T- R Movement: L - T- R L- T- R L- T- R L- T- R I II 11 II I I 11 11 II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 0 1 0 0 1 1 0 0 1 0 Lanes: 1 0 1 1 0 1 0 2 0 1 0 1 0 0 1 1 0 0 1 0 I II 11 11 1 1 1I 11 11 1 I Volume Module: Volume Module: Base Vol: 195 1320 25 5 1130 470 365 35 220 10 10 Base Vol: 195 1320 25 1130 470 365 35 220 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bse: 195 1320 25 5 1130 470 365 35 220 10 10 Initial Bse: 195 1320 25 1130 470 365 35 220 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 31 0 26 8 10 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 - 0 0 0 0 0 0 PHF Volume: 205 1389 26 5 1189 495 384 37 232 11 11 Initial Fut: 195 1351 25 1156 478 375 35 220 10 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,0 Reduced Vol: 205 1389 26 5 1189 495 384 37 232 11 11 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 PHF Volume: 205 1422 26 1217 503 395 37 232 11 11 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1389 26 5 1189 495 384 37 232 11 11 Reduced Vol: 205 1422 26 1217 503 395 37 232 11 11 1 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 205 1422 26 1217 503 395 37 232 11 11 Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0.30 0.95 0.95 1 11 11 11 I Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Saturation Flow Module: Final Sat.: 1805 3533 66 1805 3610 1615 1251 121 1615 561 1245 566 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 11 I Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0,28 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Vol /Sat: 0.11 0.39 0.39 0.00 0.33 0.31 0.31 0.31 0.14 0.02 0.01 0.01 Final Sat.: 1805 3535 65 1805 3610 1615 1254 117 1615 538 1245 566 Crit Moves: * * ** * * ** * * ** 1 11 II 11 I Green /Cycle: 0.13 0.49 0.49 0.00 0.37 0.37 0.34 0.34 0.34 0.34 0.34 0.34 Capacity Analysis Module: Volume /Cap: 0.89 0.80 0.80 0.80 0.89 0.83 0.89 0.89 0.42 0.06 0.03 0.03 Vol /Sat: 0.11 0.40 0.40 0.00 0.34 0.31 0.31 0.31 0.14 0.02 0.01 0.01 Delay /Veh: 64.6 18.5 18.5 260.0 30.3 31.1 42.2 42.2 19.4 16.6 16.3 16.3 Crit Moves: * * ** ** ** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.12 0.49 0.49 0.00 0.37 0.37 0.35 0.35 0.35 0.35 0.35 0.35 AdjDel /Veh: 64.6 18.5 18.5 260.0 30.3 31.1 42.2 42.2 19.4 16.6 16.3 16.3 Volume /Cap: 0.91 0.82 0.82 0.82 0.91 0.84 0.91 0.91 0.42 0.06 0.03 0.03 DesignQueue: 8 33 1 0 34 14 11 1 Delay /Veh: 69.2 19.4 19.4 277.6 32.1 32.1 45.2 45.2 19.3 16.5 16.2 16.2 * + *, „+*«**„* * * * ** + «* ***+ * * * * * * + * * ** «**e * ** *. * * *+ * **. * * * * * * « * * * * * * * * * * * * * * * * * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 69.2 19.4 19.4 277.6 32.1 32.1 45.2 45.2 19.3 16.5 16.2 16.2 DesignQueue:«*** 8*** 34***** 1***** 0*** 35**** 14**** 11 * * * *1 * * « * *7 * * * * *0 * * * *0 0 * * * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO I n al a NM MINI' /a .a • sa 10 r a a a, OS 'r a aA on a s a r JIM l a• Mt ..a Mit r 11111 r, n s a r a • 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 21 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 22 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwTDwithMitigation. tfx) ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM operations Method (Future Volume Alternative: 4 «.4.44444.44 *4..4..444444 * * ****.4a444444 ..4..4444444..44.4.. ««4444444. 4.44 .4. . ...4a44 a. a. 4... . .444... * 4...444444....a444...444.a... 4* Intersection 816 Donner Pass Rd. 6 Pioneer Trails Intersection 816 Donner Pass Rd. 6 Pioneer Trails 444 4. 4..44**4444444444..4.a.a44 *4444444444.444+4.444 4.4444444.44..44** *****444 u44444444a4444.a.444..44444 »44. 444444444* ***********4444444444 «444444 Cycle (sec): 65 Critical Vol. /Cap. (R): 0.917 Cycle (sec): 65 ' Critical Vol. /Cap. (%): 0.969 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 22.0 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 25.6 Optimal Cycle: 88 Level Of Service: C Optimal Cycle: 115 Level Of Service: C : « «...4 : « ««. «.# ****44444«44 «444.44u44444444 4444444444444 «4.4....44444.444444 4444.444 44 4«4 4444****** 4 4444444.44.4444444444444a444a4. «44444.4444444x4 «444444 Approach: North Bound South Bound East Bound west Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 II II II 1 I 11 II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 .0 1 1 0 0 0 1 0 0 0 0 0 I 11 11 II I I II II II 1 Volume Module: Volume Module: Base Vol: 350 455 480 155 245 450 Base Vol: 350 455 480 155 245 450 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 350 455 480 155 245 450 Initial Bse: 350 455 480 155 245 450 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 103 51 35 38 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PAP Volume: 368 479 505 163 258 474 Initial Fut: 350 558 531 190 283 450 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 368 479 505 163 258 474 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 368 587 559 200 298 474 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 368 479 505 163 258 474 Reduced Vol: 368 587 559 200 298 474 I 11 11 11 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 368 587 559 200 298 474 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 I - 11 11 11 I Lanes: 1.0D 1.00 0.00 0.00 1.00 1.00 1.0D 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 720 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II II 11 I Adjustment: 0.35 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.51 0.25 0.00 0.00 0.27 0.10 0.18 0.00 0.29 0.00 0.00 0.00 Final Sat.: 661 1900 0 0 1900 1615 1461 0 1615 0 0 0 Crit Moves: "' "" 1 II 11 11 I Green /Cycle: 0.56 0.56 0.00 0.00 0.56 0.56 0.32 0.00 0.32 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.92 0.45 0.00 0.00 0.48 0.18 0.55 0.00 0.92 0.00 0.00 0.00 Vol /Sat: 0.56 0.31 0.00 0.00 0.29 0.12 0.20 0.00 0.29 0.00 0.00 0.00 Delay /Veh: 38.7 8.8 0.0 0.0 9.0 7.2 19.7 0.0 42.6 0.0 0.0 0.0 Crit Moves: User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.57 0.57 0.00 0.00 0.57 0.57 0.30 0.00 0.30 0.00 0.00 0.00 AdjDel /Veh: 38.7 8.8 0.0 0.0 9.0 7.2 19.7 0.0 42.6 0.0 0.0 0.0 Volume /Cap: 0.97 0.54 0.00 0.00 0.51 0.22 0.67 0.00 0.97 0.00 0.00 0.00 DesignQueue: 6 8 0 0 9 3 7 0 12 0 0 0 Delay /Veh: 51.3 9.1 0.0 0.0 8.8 6.8 23.9 0.0 55.2 0.0 0.0 0.0 a.«.. «..4...4.... «....... *....4444444.4. «44444444 4444.444.44 «44.,.a....a........ User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 51.3 9.1 0.0 0.0 8.8 6.8 23.9 0.0 55.2 0.0 0.0 0.0 Designoueue: 6 10 0 0 9 3 8 0 13 0 0 0 44444444 «444 «4444« *44444444.« «x444 «44444 « «44 «4444 «4444* 44 »44444 «44.....4.. Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 23 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 24 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation .tfx) ( R1- 2023GraysCrOssingWTDwlthMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report +*.. +.* . *.** *2000 NCM Operations Method Volume Alternative) . 2000 CM Operations Method (Future Volume Alternative) **t* t * * 0 * *** 14 . . *a *a a t» »*d a .* : ...» *t + a + *.*a.*+ .... +... + +. : ».. ***x M. **u. 200* 14.81 * *e * *a *t *a+ » Meta..*******. ***.a ** * *a* *M *ati **) * * **t **1 ** Intersection N18 Donner Pass Rd. s 1 -80 EB Off Ramp Intersection 618 Donner Pass Rd. & 1-80 EB Off **M *. **** * ** ** * *** * ***** .* * * * **. * -* *** *t* *****. * * *. * * *a 14 * **x* ** * *** ** *** * * ****** Cycle (sec) :t... *.. ** •*.* *tat * *., *a« * 55 Critical +Vol. /Cap.» (X) :u * : * «. Vol./Cap. * * *** Cycle (sec): 55 Critical Vol. /Cap. (X): 0.792 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.9 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 16.1 optimal Cycle: 46 Level Of Service: B Optimal »** cycle: 53 Level Of Service:. ** 1414 *. » * +.M IB ..1414 * a t ** *** t** * * * * * * * » ** « * **t * * ****t**** ** * ***** * * * * * * * * * *.*** 1414* . . *M t * * +. aM * «. *** * * *. *.. ** +1414 *a *a * * *. *+ M Approach: North Round South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R 1. - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L - T ,- R 1 II - - -- 11 11 I 1 11 11 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 785 415 255 295 Base Vol: 785 415 255 295 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial lase: 785 415 255 295 Initial Bse: 785 415 255 295 User Adj: 1.0 1.00 '1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 96 45 7 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 826 437 268 311 Initial Fut: 881 460 262 295 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 826 437 268 311 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 927 484 276 311 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 Final Vol.: 826 437 268 311 Reduced Vol: 927 484 276 311 1 11 11 11 1 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 ' 1.0 saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 927 484 276 311 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 1 11 11 11 I Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.43 0.00 0.00 0.23 0.00 0.18 0.00 0.19 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit Moves: **.* * * ** 1 11 II 11 I Green /Cycle: 0.00 0.59 0.00 0.00 0.59 0.00 D.26 0.00 0.26 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.73 0.00 0.00 0.39 0.00 0.70 0.00 0.73 0.00 0.00 0.00 Vol /Sat: 0.00 0.49 0.00 0.00 0.25 0.00 0.19 0.00 0.19 0.00 0.00. 0.00 Delay /Veh: 0.0 10.6 0.0 0.0 6.2 0.0 24.0 0.0 25.1 0.0 0.0 0.0 Crit Moves: ** ** ** ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.62 0.00 0.00 0.62 0.00 0.24 0.00 0.24 0.00 0.00 0.00 AdjDel /Veh: 0.0 10.6 0.0 0.0 6.2 0.0 24.0 0.0 25.1 0.0 0.0 0.0 Volume /Cap: 0.00 0.79 0.00 0.00 0.41 0.00 0.79 0.00 0.81 0.00 0.00 0.00 DesignQueue: 0 12 0 0 6 0 6 0 7 00 0 Delay /Veh: 0.0 11.7 0.0 0.0 5.7 0.0 31.4 0.0 31.7 0.0 0.0 0.0 * * *. **.**********» ua* x * * *14**** **u* * * * * * ** ** * * * * * * * * ** «1414* * « *: + .a* * * * *a* . User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 11.7 0.0 0.0 5.7 0.0 31.4 0.0 31.7 0.0 0.0 0.0 DesignQueue: 0 12 0 0 6 0 7 0 8 0 0 0 *.***********+********.* a***************** a* ta** * * *** * *.** * * * «**a** **MM * * *a** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSc , Denver, CO VII r ,M ® r li SI MI UN NS Is Mt r f S rr Mt 411111% 01111 MI MSG 11111; 11111: 41111 • MM. a Moll SIB a am a L ai. as Awl sis• la. 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 25 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 26 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation .tfx) ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base olume Alternative)2000 ACM Operations Method (Future Volume Alternative) x* » «..... « *.. «** * . . « ..... **** **.. ****. *. , ** ****aa ****+ ... a xxx ».xxx ** »..x * ** • .... ** ** *** + + * * * * * * * * * * * * * *. * ******x * * ** **x * * * * * * * + + + xx xxx xxxxx xx Intersection 419 Donner Pass Rd. 6 Glenshire Rd. Intersection 419 Donner Pass Rd. 6 Glenshire Rd. .«...»..»«** .*.a * **a* ** ** + ** * *x* ** ***» ** * ** »xxx ** »xxxxx * ** ** **x * * * ***** ** xxx**************************** ** **x.**.a* ** ** ««*** * ** * ** **a** ***xxx* * ****a*** Cycle (sec): 100 Critical Vol. /Cap. (X): 0.854 Cycle (sec): 100 Critical Vol. /Cap. (X): 0.982 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 24.7 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 36.2 Optimal: **** * * * * * * * **** x * * *. * * * * ** *Lx Le vel el *Of 0£ ********* . ** * * **. * ******* * * * ** Optimal Cycle* ** **** *** ******** *** *Level Level *£ *S Service : «x x * * * *x * *. .D D .t» l *** +ale: 80 «x Sex ice : xx . * timal ** «x 178 . er vice xx x« «« Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R 5 - T- R 5 - T- R L- T- R Movement: L - T- R 5 - T- R L - T- R L- T- R 1 11 11 11 1 1 11 11 11 I Control: Permitted Permitted Permitted permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 1 11 11 11 1 1 I1 11 11 I Volume Module: Volume Module: Base Vol: 285 315 490 43D 265 290 Base Vol: 285 315 490 430 265 290 Growth Adj: 1,00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 285 315 490 430 265 290 Initial Bse: 285 315 490 430 265 290 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 25 72 0 26 19 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 . PHF Volume: 300 332 516 453 279 305 Initial Fut: 1285 340 562 430 291 309 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Reduced Vol: 300 332 516 453 279 305 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 PHF Volume: 300 358 592 453 306 325 MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 300 332 516 453 279 305 Reduced Vol: 300 358 592 453 306 325 I 11 11 11 1 PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 300 358 592 453 306 325 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 1.00 1.00 0.85 0.53 0.53 1.00 1 11 II II I Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0:48 0.52 0.00 Saturation Flow Module: Final Sat.: 1461 0 1615 0 0 0 0 1900 1615 481 526 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 I Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 1.00 1.00 0.85 0.49 0.49 1.00 Capacity Analysis Module: Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.48 0.52 0.00 Vol /Sat: 0.21 0.00 0.21 0.00 0.00 0.00 0.00 0.27 0.28 0.58 0.58 0.00 Final Sat.: 1461 0 1615 0 0 0 0 1900 1615 449 477 0 Crit Moves: **** * 1 11 11 11 I Green /Cycle: 024 0.00 0.24 0.00 0.00 0.00 0.00 0.68 0.68 0.68 0.68 0.00 Capacity Analysis Module: Volume /Cap: 0.85 0.00 0.85 0.00 0.00 0.00 0.00 0.40 0.41 0.85 0.85 0.00 Vol /Sat: 0.21 0.00 0.22 0.00 0.00 0.00 0.00 0.31 0.28 0.68 0.68 0.00 Delay /Veh: 54.2 0.0 53.0 0.0 0.0 0.0 0.0 7.3 7.4 22.4 22.4 0.0 Crit Moves: + + +• * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.23 0.00 0.23 0.00 0.00 0.00 0.00 0.69 0.69 0.69 0.69 0.00 AdjDel /Veh: 54.2 0.0 53.0 0.0 0.9 0.0 0.0 1.3 7.4 22.4 22.4 0.D Volume /Cap: 0.91 0.00 0.98 0.00 0.00 0.00 0.00 0.45 0.40 0.98 0.98 0.00 DesignQueue: 13 0 15 0 0 0 0 10 9 5 6 0 Delay /Veh: 65.6 0.0 80.7 0.0 0.0 0.0 0.0 7.0 6.7 45.6 45.6 0.0 *» x* x»*+ x*»**** x+».*«»»+«»*««*«* x**aaxx***** *« « :. * » * ».. * ** * * *** * «a«a**a «* »x User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 65.6 0.0 80.7 0.0 0.0 0.0 0.0 7.0 6.7 45.6 45.6 0.0 DesignQueue: 13 0 16 0 0 0 0 11 8 6 6 0 *************« x*******************«.*********** * *** * * **x * * ****** * **x* ** ***** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 12:51:42 Page 27 -1 2023 PM Peak - Weekday Fri May 16, 2003 12:51:42 Page 1 128 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwTDwithMitigation .tfx) ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 RCM Operations Volume Alternative) 2000 Method (Future Volume Alternative) « « *m *...V a «m 200* 80.11 * . *a *t2«* *x th*« « « m* ** **m. Al ** * * * *.. * *.. «.. . * +80..0 * *,80 * 2000 * «V * . era * * **s*ethod * I F * Volum * *V«*. ***a ** *x ***** ** * *a Intersection 420 Donner Pass Rd. 6 Bridge St. Intersection 420 Donner Pass Rd. 6 Bridge St. *0*. . * * * * * * * * * * 9 9 , . ** 0 *. ******* * ** * * *** * * **r *80 ****** *: 0 * * *. *** *******«*** o-******************0**************** ** * * ** * * ** ** ** * **** *** «******** Cycle (sec): 105 Critical Vole /Cap. 00 (X): 1.108 Cycle (sec): 105 Critical Vol. /Cap. (x): 1.152 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 65.1 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 73.8 Optimal Cycle: 180 Level **** * * * * * * * * * * * * * ** * *00 ******* **aa vic ** * * * ** + ** * ** * * ♦0 * mx tam*. ** Optimal c OPT D * 0 Cyc OPT D* le:IMIZE ** * * ** .* ** * * ** *a * *x *«« Level Of Service: Service: * *** * *** « ** ** * *x20 E***** 2x02* 80 . «« « *0 w Of Service: E vic le :IMIZE Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 I 1 11 11 11 I Control: Permitted Permitted Protected Protected Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 1 0 0 1 0 0 11 0 0 1 0 1 0 1 1 0 0 1 0 1 11 II 11 I I II 11 II 1 Volume Module: Volume Module: Base Vol: 125 340 640 10 210 30 40 480 145 600 465 10 Base Vol: 125 340 640 10 210 30 40 480 145 600 465 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 340 640 10 210 30 40 480 145 600 465 10 . Initial Bse: 125 340 640 10 210 30 40 480 145 600 465 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 21 0 0 0 0 51 6 11 9 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 132 358 674 11 221 32 42 505 153 632 489 11 Initial Fut: 125 340 661 10 210 30 40 531 151 611 474 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 132 358 674 11 221 32 42 505 153 632 489 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 132 358 696 11 221 32 42 559 159 643 499 11 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 132 358 674 11 221 32 42 505 153 632 489 11 Reduced Vol: 132 358 696 11 221 32 42 559 159 643 499 11 1 II II 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 132 358 696 11 221 32 42 559 159 643 499 11 Adjustment: 0.71 0.71 0.85 0.87 0.87 0.87 0.95 1.00 0.85 0.95 1.00 1.00 1 11 11 II I Lanes: 0.27 0.73 1.00 0.04 0.84 0.12 1.00 1.00 1.00 1.00 0.98 0.02 Saturation Flow Module: Final Sat.: 361 979 1615 69 1377 199 1805 1900 1615 1805 1853 42 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.70 0.70 0.85 0.84 0.84 0.84 0.95 1.00 0.85 0.95 1.00 1.00 Capacity Analysis Module: Lanes: 0.27 0.73 1.00 0.04 0.84 0.12 1.00 1.00 1.00 1.00 0.98 0.02 Vol /Sat: 0.37 0.37 0.42 0.16 0.16 0.16 0.02 0.27 0.09 0.35 0.26 0.26 Final Sat.: 357 969 1615 66 1329 192 1805 1900 1615 1805 1853 41 Crit Moves: ` *** **** **** 1 1 1 1 1 I I I Green /Cycle: 0.33 0.33 0.65 0.33 0.33 0.33 0.05 0.24 0.24 0.32 0.51 0.51 Capacity Analysis Module: Volume /Cap: 1.11 1.11 0.65 0.49 0.49 0.49 0.52 1.11 0.40 1.11 0.52 0.52 Vol /Sat: 0.37 0.37 0.43 0.17 0.17 0.17 0.02 0.29 0.10 0.36 0.27 0.27 Delay /Veh: 110.8 111 12.7 28.8 28.8 28.8 54.7 115 34.2 106.9 17.6 17.6 Crit Moves: ** *` **x* x "` User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.32 0.32 0.63 0.32 0.32 0.32 0.04 0.26 0.26 0.31 0.52 0.52 AdjDel /Veh: 110.8 111 12.7 28.8 28.8 28.8 54.7 115 34.2 106.9 17.6 17.6 Volume /Cap: 1.15 1.15 0.68 0.52 0.52 0:52 0.52 1.15 0.39 1.15 0.52 0.52 DesignQueue: 6 15 15 0 9 1 2 24 7 28 15 0 Delay /Veh: 127.7 128 14.6 30.0 30.0 30.0 54.8 129 32.9 123.6 17.0 17.0 * **. ******* **D * **** * *x * * *«x * * * * *xxx * *aV *x* *080`x** **aax * *rD :** * ****** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDe1 /Veh: 127.7 128 14.6 30.0 30.0 30.0 54.8 129 32.9 123.6 17.0 17.0 DesignQueue: 6 15 17 0 9 1 2 26 7 28 15 0 0 ***** « * ** * *** ** * ***0 «2. ** *«080 *.. ** * ***0******** ** ***P *808 *a « *. «:00080* «1111**** I Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO' a - e as ter' 'ate Ca aai ell • MI a r IS M1 MI a1 as S /f a 'is - -- _ ir_ $$. •F�' . te • 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 29 -1 2023 PM Peak - Weekday Thu May 15, 2003 16:58:00 Page 30 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwTDwithMitigation .tfx) ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 821 Bridge St. 6 West River St. Intersection 821 Bridge St. 6 West River St. Cycle (sec): 110 Critical Vol. /Cap. (X): 1.024 Cycle (sec): 110 Critical Vol. /Cap. (X): 1.031 Loss Time (sec): 12 (Y +R • 4 sec) Average Delay (sec /veh): 66.0 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 67.8 Optimal Cycle: 180 Leval Of Service: E Optimal Cycle: 180 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L- T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II 11 11 I 1 11 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 11 11 11 I 1 11 11 11 I Volume Module: Volume Module: Sase Vol: 625 840 30 55 635 230 210 15 560 25 20 45 Base Vol: 625 840 30 55 635 230 210 15 560 25 20 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 625 840 30 55 635 230 210 15 560 25 20 45 Initial Bse: 625 840 30 55 635 230 210 15 560 25 20 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 15 0 0 11 5 6 0 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 658 884 32 58 668 242 221 16 589 26 21 47 Initial Fut: 625 855 30 55 646 235 216 15 560 25 20 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 658 884 32 58 668 242 221 16 589 26 21 47 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pct Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 658 900 32 58 680 247 227 16 589 26 21 47 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 658 884 32 58 668 242 221 16 509 26 21 47 Reduced Vol: 658 900 32 58 680 247 227 16 589 26 21 47 1 II 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 658 900 32 58 680 247 227 16 589 26 21 47 Adjustment: 0.92 1.00 1.00 0.95 1.00 0.85 0.71 0.85 0.85 0.10 0.90 0.90 1 11 11 11 I Lanes: 2.00 0.97 0.03 1.00 1.00 1.00 1.00 0.03 0.97 1.00 0.31 0.69 Saturation Flow Module: Final Sat.: 3502 1024 66 1805 1900 1615 1355 43 1580 190 526 1177 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 II II 1 Adjustment: 0.92 1.00 1.00 0.95 1.00 0.85 0.71 0.85 0.85 0.10 0.90 0.90 Capacity Analysis Module: Lanes: 2.00 0.97 0.03 1.00 1.00 1.00 1.00 0.03 0.97 1.00 0.31 0.69 Vol /Sat: 0.19 0.48 0.48 0.03 0.35 0.15 0.16 0.37 0.37 0.14 0.04 0.04 Final Sat.: 3502 1826 65 1805 1900 1615 1355 43 1580 192 526 1177 Crit Moves: .... ••" "" 1 11 11 11 I Green /Cycle: 0.18 0.49 0.49 0.03 0.34 0.34 0.36 0.36 0.36 0.36 0.36 0.36 Capacity Analysis Module: Volume /Cap: 1.02 0.98 0.98 0.98 1.02 0.44 0.45 1.02 1.02 0.38 0.11 0.11 Vol /Sat: 0.19 0.49 0.49 0.03 0.36 0.15 0.17 0.37 0.37 0.14 0.04 0.04 Delay /Veh: 86.7 52.0 52.0 163.0 77.6 28.5 27.2 78.2 78.2 29.2 23.2 23.2 Crit Moves: ••" . "• "'" User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.18 0.50 0.50 0.03 0.35 0.35 0.36 0.36 0.36 0.36 0.36 0.36 AdjDel /Veh: 86.7 52.0 52.0 163.0 77.6 28.5 27.2 78.2 78.2 29.2 23.2 23.2 Volume /Cap: 1.03 0.99 0.99 0.99 1.03 0.44 0.46 1.03 1.03 0.37 0.11 0.11 DeslgnQueue: 34 31 1 3 30 10 9 1 25 1 1 2 Delay /Veh: 88.8 54.8 54.0 167.9 79.2 28.2 27.6 80.5 80.5 29.3 23.4 23.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 88.8 54.8 54.8 167.9 79.2 28.2 27.6 80.5 80.5 29.3 23.4 23.4 DesignQueue: 34 32 1 3 30 10 9 1 25 1 1 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO I I • I 1 2023 PM Peak - Weekend Thu May 15, 2003 16:50:07 Page 5 -1 2023 PM Peak - Weekend Thu May 15, 2003 16:50:07 Page 4 -2 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation. tfx) ( R1- 2023GraysCrossingNTDwithMitigation .tfx) Link Volume Report Volume NB Link 5B Link EB Link WB Link 1Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link 89 Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 6 I -80 WB Off /On Ramp 1 Base 1195 1200 2395 460 755 1215 0 835 835 1135 0 1135 5580 01 SR 89 6 Rainbow Dr. Added 228 119 347 290 265 555 0 171 171 37 0 37 1110 Base 515 535 1050 425 335 760 0 0 0 145 215 360 2170 Total 1423 1319 2742 750 1020 1770 0 1006 1006 1172 0 1172 6690 Added 23 26 49 13 12 25 0 0 0 13 11 24 98 1 Total 538 561 1099 438 347 785 0 0 0 158 226 384 2268 012 SR 267 6 I -60 EB Off /On Ramp Base 1670 1575 3245 1200 1195 2395 835 0 835 0 935 935 7410 02 SR 89 6 Prosser Dam Rd. Added 90 84 174 119 228 347 138 0 138 0 35 35 ' 694 Base 705 740 1445 530 515 1045 185 140 325 100 125 225 3040 Total 1760 1659 3419 1319 1423 2742 973 0 973 0 970 970 8104 Added 256 226 482 26 23 49 72 101 173 206 210 416 1120 Total 961 966 1927 556 538 1094 257 241 498 306 335 641 4160 013 SR 267 6 Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 i 0 03 Alder Dr. 6 Thayer Dr. Added 64 60 124 85 90 175 ' 26 25 51 0 0 0 350 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 64 60 124 85 90 175 26 25 51 0 0 0 I 350 Added 0 0 0 66 96 162 9 8 17 101 72 173 352 Total 0 0 0 66 96 162 9 8 17 101 72 173 352 014 5R 267 6 Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 04 Prosser Dam Rd. 6 Road A Added 46 43 89 59 64 123 7 6 13 11 10 21 246 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total, 46 43 89 59 64 123 7 6 13 11 10 21 246 Added 130 128 258 0 0 0 210 206 416 114 120 234 908 Total 130 128 258 0 0 0 210 206 416 114 120 234 908 015 BR 267 s Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 I 0 05 Prosser Dam Rd. a Road B Added 35 33 68 44 46 90 11 11 22 0 0 0 180 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 35 33 68 44 46 90 11 11 22 0 0 0' 180 Added 17 19 36 0 0 0 119 114 233 102 105 207 476 Total 17 19 36 0 0 0 119 114 233 102 105 207 476 016 Donner Pass Rd. 6 Pioneer Trails Base 665 815 1400 670 435 1105 390 475 865 0 0 0 • 3450 06 Prosser Dam Rd. 6 Road C Added 117 63 180 80 135 215 18 17 35 0 0 0 430 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 782 878 1660 750 570 1320 408 492 900 0 0 0 1 3880 Added 42 41 83 10 11 21 106 101 207 62 67 129 440 Total 42 41 83 10 11 21 106 101 207 62 67 129 440 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 865 450 1315 815 665 1480 0 565 565 0 0 0 3360 07 Prosser Dam Rd. 6 Road D Added 117 54 171 63 117 180 0 9 9 0 0 0 , 360 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 982 504 1486 878 782 1660 0 574 574 0 0 0 3720 Added 0 0 0 8 9 17 67 62 129 54 58 112 258 • Total 0 0 0 8 9 17 67 62 129 54 58 112 258 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 640 815 1455 450 865 1315 590 0 590 0 0 0 i 3360 08 Prosser Dam Rd. 6 East Alder Creek Rd. Added 107 54 161 54 117 171 10 0 10 0 0 0 • 342 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 747 869 1616 504 982 1486 600 0 600 0 0 0 1 3702 Added 8 8 16 42 46 88 58 54 112 4 4 8 224 Total 8 0 16 42 46 88 58 54 112 4 4 8 224 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 I 0 010 SR 89 6 Donner Pass Rd. Added 33 28 61 0 0 0 75 26 101 54 108 162 324 Base 755 455 1210 740 705 1445 455 790 1245 0 0 0 3900 Total 33 28 61 0 0 0 75 26 101 54 108 162 324 Added 265 290 555 226 256 482 135 79 214 149 150 299 1550 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 I Total 1020 745 1765 966 961 1927 590 869 1459 172 173 345 5496 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO 441r� demos air r___ Pn•T' 4— i a�s 'mew ' 'moose may ' ' Imam ',rum can ae '•sue. ewei 1a■ *maw, a s a a so i a :mar , l a <s a a a a a a r 2023 PM Peak - Weekend Thu May 15, 2003 16:50:07 Page 5 -3 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 6-1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTOwithMitigation .tfx) - ( R1- 2023GraysCrossingNTDwithMitigation. tfx) Volume NB Link St) Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change *20 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 22 21 43 0 0 0 59 12 71 26 74 100 214 # 2 SR 89 6 Prosser Dam Rd. A 9.7 0.513 C 21.4 0.864 +11.671 D/V Total 22 21 43 0 0 0 59 12 71 26 74 100 214 # 10 SR 89 6 Donner Pass Rd. B 12.1 0.511 C 22.3 0.816 +10.230 D/V #21 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 # 11 SR 267 a 1 -80 WB Off /On Ramp D 51.3 0.962 E 62.5 1.036 +11.181 D/V Added 15 15 30 21 22 43 7 6 13 0 0 0 86 Total 15 15 30 21 22 43 7 6 13 0 0 0 86 # 12 SR 267 s I -80 EB Off /on Ramp B 15.5 0.725 C 28.4 0.915 +12.978 D/V #53 # 16 Donner Pass Rd. & Pioneer Trai B 13.4 0.788 B 14.9 0.848 + 1.459 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 19 0 19 24 24 48 12 31 43 110 # 18 Donner Pass Rd. 6 1 -80 EB Off 8 13.3 0.693 B 14.5 0.762 + 1.142 D/V Total 0 0 0 19 0 19 24 24 48 12 31 43 110 #54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 27 0 27 28 27 55 0 0 0 0 28 28 110 Total 27 0 27 28 27 55 0 0 0 0 28 28 110 . #60 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 32 37 69 37 32 69 0 0 0 0 0 0 138 Total 32 37 69 37 32 69 0 0 0 0 0 0 138 #68 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 18 34 0 0 0 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSLC , Denver, CO Traffix 7.5.1015 (o) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 7-1 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 8 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingNT Dwith}itigation.tfx) Level Of Service Computation Report Level Of Service Computation Report ' + + + + « «+ +,, , * * * * 2000 HCM Operations + + Method ** * « ^^ ( Base *** Vo` ** ume * Alternative) * * * * * * * * * ** « « + +.. *. * * * * * *+ * «* + « +« 2000 * HCM * Operations * Method * (Future * Volume Alternative) + + «; * ** + + « + +« Intersection p2 SR 89 & Prosser Darn Rd. * + * * * *+ *Intersection * ** %2 *** SR *+ *89 *6 ** * *' ** Prosser * ** Dam Rd . ** ** * * * + + * * * * * * * * * * * * * * * * * * * * * ** * * * * *+ + ** Cycle (sec): 70 (X) : * * * **** «0.513 Cycle (sec): 70 Critical Vol. /Cap. (X): * * 0.864 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 9.7 Loss Time (sec): 8 (Y +R e 4 sec) Average Delay (sec /veh): 21.4 Optimal Cycle: 31 * * * * * * * * ** * * Level *** Of * * * * Service: « « + «..« * + +. +.. . *A * + * ++ Optimal * Cycle: * * * * * * * 73 * * * * * ** * * « * * * ** * Level * Of + Service: * * * ** + * « * * * * * * * * * C * ** « Approach• * * ** * North * Bound * + * South BoundEast Bound West * Bound Approach: + « ** North Bound South Bound *+ * * East * Bound * West Bound Movement: L - T- R L- T- R L- T- R L- T- R Movement: L - T- R L T R L T R L T R I 11 I1 1I I I II II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permiteed Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0' 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 1! 0 0 I 11 11 11 I 1 II II 1‘ I Volume Module: Volume Module: Base Vol: 120 480 105 10 510 10 25 10 150 80 10 10 Base Vol: 120 480 105 10 510 10 25 10 150 80 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 480 105 10 510 10 25 10 150 80 10 10 Initial Bse: 120 480 105 10 510 10 25 10 150 80 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 78 3 175 18 3 5 3 17 52 171 18 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 1 0 PHF Volume: 126 505 111 11 537 11 26 11 158 84 11 11 Initial Fut: 198 483 280 28 513 15 28 27 202 251 28 , 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 126 505 111 11 537 11 26 11 158 84 11 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 508 295 29 540 16 29 28 213 264 29 I 28 14LF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 126 505 111 11 537 11 26 11 158 84 11 11 Reduced Vol: 208 508 295 29 540 16 29 28 213 264 29 28 1 II ----- 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: M.LF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 208 508 295 29 540 16 29 28 213 264 29 28 Adjustment: 0.39 0.97 0.97 0.35 1.00 1.00 0.85 0.85 0.85 0.61 0.61 0.61 I 11 11 II I Lanes: 1.00 0.82 0.18 1.00 0.98 0.02 0.13 0.06 0.81 0.80 0.10 0.10 Saturation F10w Module: Final Sat.: 737 1516 333 656 1856 38 215 91 1309 923 121 121 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 - - -- 11 11 1 Adjustment: 0.31 0.95 0.95 0.13 1.00 1.00 0.84 0.84 0.84 0.53 0.53 0.53 Capacity Analysis Module: Lanes: 1.00 0.63 0.37 1.00 0.97 0.03 0.11 0.10 0.79 0.82 0.09 0.09 Vol /Sat: 0.17 0.33 0.33 0.02 0.29 0.29 0.12 0.12 0.12 0.09 0.09 0.09 Final Sat,: 597 1136 660 243 1838 54 172 166 1265 829 91 88 Crit Moves: * * ** * * ** I II 11 11 I Green /Cycle: 0.65 0.65 0.65 0.65 0.65 0.65 0.24 0.24 0.24 0.24 0.24 0.24 Capacity Analysis Module: Volume /Cap: 0.26 0.51 0.51 0.03 0.44 0.44 0.51 0.51 0.51 0.39 0.39 0.39 Vol /Sat: 0.35 0.45 0.45 0.12 0.29 0.29 0.17 0.17 0.17 0.32 0.32 0.32 Delay /Veh: 5.5 6.8 6.8 4.4 6.3 6.3 24.4 24.4 24.4 23.4 23.4 23.4 Crit Moves: * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.52 0.52 0.52 0.52 0.52 0.52 0.37 0.37 0.37 0.37 0.37 0.37 AdjDel /Veh: 5.5 6.8 6.8 4.4 6.3 6.3 24.4 24.4 24.4 23.4 23.4 23.4 Volume /Cap: 0.67 0.86 0.86 0.23 0.57 0.57 0.46 0.46 0.46 0.86 0.86 0.86 DesignQueue: 2 8 2 0 8 0 1 0 5 3 0 0 Delay /Veh: 18.3 23.2 23.2 10.2 12.3 12.3 17.4 17.4 17.4 39.1 39.1 39.1 « * *, *****+***** * * * * ** ** ** *** « * * « * ** * * «* « * * « « *+ * + * . * * * * « «* * * * . * * * * * * * * * * . * * * * * * * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • AdjDel /Veh: 18.3 23.2 23.2 10.2 12.3 12.3 17.4 17.4 17.4 39.1 39.1 39.1 Designoueue+**** 4*** 11***** 6**«** 1*** 11*** **0* * * * *1 ** **1 **** *5 * ** * *7 ****1 1 ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to 0560 , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO . a a a f 1 as OM a ; la a r 1* all a a a ' aE a a a ar> an i a Mi M a `ter is 111111 111111' 111111 111111 111111' /a a • a NMI 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 9 -1 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 10 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTOwithMitigation. tfx) ( R1- 2023GraysCrossingNTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ....**..* r*******************+**+*****:**..******* * * * * * * ** * * * * ** *rr **r** **** * *.* *+********* r* a************************:********* * * * * *** ** ** * *** * * ** * * * * * * * * *.* ** Intersection 810 SR 89 a Donner Pass Rd. Intersection X10 SR 89 6 Donner Pass Rd. ******.++***************************:**********:* * * * * * * * *** ******* ********* * * *** * r************* r**************r * * * **** * *** * * * ** ** ** * *** * ** ** ** Cycle (sec): 75 Critical Vol. /Cap. (X): 0.511 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.816 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 12.1 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 22.3 Optimal Cycle: 40 Level Of Service: B Optimal Cycle:OPTIMIZED Level Of Service: C *.«******** ********««************************** *** ** * * * * * * * * ** *** *** *** * ***** - ***«««***************« u:r******************** ** ** * ** * * * * **** * * *** ** * * * ** * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- A L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I 11 1 I 11 I 1 I I I I I I I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1! 0 0 11 11 II 1 1 1) II II I Volume Module: Volume Module: Base Vol: 325 430 275 465 275 180 Base Vol: 325 430 0 275 465 275 0 180 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 325 430 275 465 275 180 Initial Bse: 325 430 0 275 465 275 0 180 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 159 106 171 52 94 41 0 119 27 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 342 453 289 489 289 189 Initial Fut: 325 575 120 1 437 517 369 41 180 128 27 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 342 453 289 489 289 189 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 342 605 126 1 460 544 388 43 189 135 28 1B MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 342 453 289 489 289 189 Reduced Vol: 342 605 126 1 460 544 388 43 189 135 28 18 I II II II 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MIS Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 342 605 126 1 460 544 388 43 189 135 28 18 Adjustment: 0.58 1,00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 I 11 II 11 I Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1096 1900 0 1900 1900 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 I Adjustment: 0.40 0.97 0.97 0.20 1.00 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.83 0.17 1.00 1.00 1.00 2.00 0.19 0.81 0.75 0.15 0.10 vol /Sat: 0.31 0.24 0.00 0.00 0.15 0.30 0.08 0.00 0.12 0.00 0.00 0.00 Final Sat.: 766 1532 319 384 1900 1615 3502 309 1359 1348 280 180 Crit Moves: *** 4 * 1 11 11 11 I Green /Cycle: 0.61 0.61 0.00 0.00 0.61 0.61 0.23 0.00 0.23 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.51 0.39 0.00 0.00 0.25 0.50 0.36 0.00 0.51 0.00 0.00 0.00 Vol /Sat: 0.45 0.40 0.40 0.03 0.24 0.34 0.11 0.14 0.14 0.10 0.10 0.10 Delay /Veh: 8.9 7.7 0.0 0.0 6.8 8.5 24.6 0.0 26.4 0.0 0.0 0.0 Crit Moves: * * ** **** ** ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.55 0.55 0.55 0.55 0.55 0.55 0,17 0.17 0.17 0.12 0.12 0.12 AdjDel /Veh: 8.9 7.7 0.0 0.0 6.8 8.5 24.6 0.0 26.4 0.0 0.0 0.0 Volume /Cap: 0.82 0.72 0.72 0.06 0.44- 0.62 0.65 0.82 0.82 0.82 0.82 0.82 DesignOueue: .6 8 0 0 5 9 9 0 6 0 0 0 Delay /Veh: 25.7 15.3 15.3 8.1 10.5 12.9 31.6 46.6 46.6 52.5 52.5 52.5 *********************************************** * * * * * *** *u.***** * * * * * * *. * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 25.7 15.3 15.3 8.1 10.5 12.9 31.6 46.6 46.6 52.5 52.5 52.5 DesignQueue: 7 13 3 0 9 11 14 2 7 5 1 1 Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS40 , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 914 Peak - Weekend Thu May 15, 2003 16:50:10 Page 11 -1 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 12 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingNTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report * * * * * * + * + "" * * 2000 * HCM * " Operations Method (Base * Volume " Alternative) r " * * * * * " " + * * * ** * * * * *" 2000 HCM * Operations Method * (Future * Volume * Alternative) * * * * ** * * ** Intersection *11 SR 267 c ll * * 80 WB Off /On * Ramp * * * * ** * * * * * * * * * * * " * * * * ** * * ** " * ** * Intersection *11. SR *267 *c "1- 80 *WB *Off/On *Ramp * * * * * * * * * * * * * * * * * + * * * ** +x ». * +r* Cycle *(sec)• * * * * * * "* 100 * * * * " ".. * * * * * ** *Critical *Vol. /Cap. *(R) : * "* 0.962 Cycle (sec): ** * * 100 Critical Vol./Cap. ( %1: * * 1.036 * Loss Time (sec): 12 (Y4R - 4 sec) Average Delay (sec /veh): 51.3 Loss Time (sec): 12 (Y+R - 4 sec) Average Delay (sec /veh): 62.5 Optimal Cy* *..* * * * * ** * + * * * + *" " * cle: 148 Level Of Service: * * *+ *" + +* * * * *** r *D* * *** Optimal * Cycle: " * "* * * * * ** 180 * * * * * * * * * * * * * ** * Level * Of * Service: + * * * * * * * * " * * * * * * E * * * ** Approach: North BoundSouthBoundEastBound West Bound Approach: North Bound South Bound "" * East * Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L- T - R L- T R L T R L T R 1 II II II 1 1 11 I1 11 I Control: Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 I II 11 11 I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 820 375 445 15 755 38 Base Vol: 820 375 445 15 755 1 38 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 11.0 Initial Bse: 820 375 445 15 755 38 Initial Bse: 820 375 445 15 755 38 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1,0 1.0 1.0 1.00 1.0 0.0 Added Vol: 0 228 119 171 0 3 PHF Ad]: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PasserByVol: 0 0 0 0 0 PHF Volume: 863 395 468 16 795 Initial Fut: 820 603 564 186 755 41 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduced Vol: 863 395 468 16 795 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 10.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 PHF Volume: 863 635 594 196 795 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 063 395 468 16 795 Reduced Vol: 063 635 594 196 795 I 11 11 II 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final vol.: 863 635 594 196 795 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 I 11 11 11 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Saturation Flow Module: Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2248 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ,1900 I II 11 II 1 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 Capacity Analysis Module: Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Vol /Sat: 0.25 0.21 0.00 0.00 0.25 0.01 0.00 0.00 0.00 0.35 0.00 0.00 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2252 1900 ' 0 Crit Moves: *** *** **** I II II II I Green /Cycle: 0.26 0.52 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.36 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.95 0.40 0.00 0.00 0.95 0.04 0.00 0.00 0.00 0.97 0.00 0.00 Vol /Sat: 0.25 0.33 0.00 0.00 0.31 0.12 0.00 0.00 0.00 0.35 0.00 1 0.00 Delay /Veh: 56.2 15.0 0.0 0.0 65.7 27.8 0.0 0.0 0.0 56.2 0.0 0.0 Crit Moves: ** ** ** " ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.24 0.54 0.00 0.00 0.30 0.30 0.00 0.00 0.00 0.34 0.00 ' 0.00 AdjDel /Veh: 56.2 15.0 0.0 0.0 65.7 27.8 0.0 0.0 0.0 56.2 0.0 0.0 Volume /Cap: 1.03 0.61 0.00 0.00 1.03 0.40 0.00 0.00 0.00 1.05 0.00 0.00 DesignQueue: 38 11 0 0 21 1 0 0 0 30 0 0 Delay /Veh: 75.8 16.7 0.0 0.0 79.1 28.1 0.0 0.0 0.0 80.9 0.0 0.0 * **, **„**** r************** *** **** * * * * ** ** * « » * * * * * * ** * * * *. * ** * * * ** * " * *' * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . AdjDel /Veh: 75.8 16.7 0.0 0.0 79.1 28.1 0.0 0.0 0.0 80.9 0.0 0.0 DesignQueue: 39 r** 18 ***** 0 ** r** 0 *** 25 *** ** *** ** * *** * *** *0 * * ** **** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Oa a a at oulle, ea a alb 1 In NE, :fl in tet a■ a a , a, - ,a rs�a.. \ ter r' saa. i.a a NM 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 13 -1 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10' Page 14 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation, tfx) ( R1- 2023GraysCrossingNTDwlthMitigation. tfx) Level Of Service computation Report Level Of Service Computation Report : « *.. *....2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) *. «.++++:.+4 . *** «a * ** *** ** * **** ` .* ** ***** *** **** a * * * * *.*.. *. «.a *. * ». «« *x * * **. * ** ** x* * ************ * a*« ** * *aaa« «« **** **a*** «. * * *,*. «..x+ Intersection 412 SR 267 6 I -80 EB Off /On Ramp Intersection 412 SR 267 6 I -80 EB Off /On Ramp x*.*. ****** ** *. .xxx* * * ** ** * * * * * ** **a * **** ** * « * ** ** * **** *aaa **** *** * * * *a*******x **.. ** **«*******x *.. * * *** «****** * ***x *. ***« * * * * * * **. * * * «a x *.*a** x ** e** ax .. :** Cycle (sec): 75 Critical Vol. /Cap. (X): 0.725 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.915 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 15.5 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 28.4 Optimal Cycle: 58 Level Of Service: B Optimal C : * x** * * * * ** *** x« . * * * * * * * * * ** *x««« * ** * x.. ***** * * **a * * * * «****** * « y cleOPTIMIZED * * * * * * * * *« * ** Lave* Level *. 0f* a * * * * *a C *** * «*. * * « «a* x * *» *. cle OPTIMIZED «a* « aa** as x Approach: North Bound South Sound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- 8 L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- 8 1 11 11 11 1 1 1I 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 II II II I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 1170 500 435 765 25 81 Base Vol: 1170 500 435 765 25 81 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Sae: 1170 500 435 765 25 81 Initial BSA: 1170 ' 500 435 765 25 81 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 90 0 35 84 138 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 1232 526 458 805 26 Initial Fut: 1260 500 470 849 163 81 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1232 526 458 805 26 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1326 526 495 894 172 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1232 526 458 805 26 Reduced Vol: 1326 526 495 894 172 I II II 11 1 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1326 526 495 894 172 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 11 11 11 I Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 3610 1615 1805 1900 0 1900 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanus: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.34 0.33 0.25 0.42 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 1900 0 1357 0 1900 0 0 0 Grit Moves: * *** **** **** I 11 11 11 I Green /Cycle: 0.00 0.47 0.47 0.35 0.82 0.00 0.02 0.00 0,00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.72 0.69 0.72 0.52 0.00 0.72 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.37 0.33 0.27 0.47 0.00 0.13 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 17.5 18.3 25.4 2.4 0.0 89.7 0.0 0.0 0.0 0.0 0.0 Grit Moves: **** **** * ^* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.40 0.40 0.30 0.70 0.00 0.14 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 17.5 18.3 25.4 2.4 0.0 89.7 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.91 0.81 0.91 0.67 0.00 0.91 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 30 13 13 7 0 1 0 0 0 0 0 Delay /Veh: 0.0 30.5 27.5 45.5 7.7 0.0 74.1 0.0 0.0 0.0 0.0 0.0 ** ** aaa«************* aa* * » « *a * ***** * * **. * * * * ** *. * * * «a * **** * *aaa ********a « *a* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 30.5 27.5 45.5 7.7 0.0 74.1 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 36 14 16 13 0 6 0 0 0 0 0 «**«.«**«a a*** a**********. a*««**** x*** ***a *xx. * * ***. * *x * * * *****a* *x ** *aaa* «*x Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 15 -1 2023 PM - Weekend Thu May 15, 2003 16:50:10 Page 16 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDwithMitigation .tfx) ( R1- 2023GraysCrossingMTDWithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ..Bat ** ** . ** * **Ba * * ** era* *** * Method * *Base Ba**** * * *trn*tBa** * * * * * * * * * * * **Ba * * * * * * * * * ** * **** * *** * * *raBar * ** t....4.****: * * uu** * ***ma * ** * * * ** * ** ** **** I * ntersection 816 Donner Pass Rd. 6 Pioneer Trails Trail Intersect ion 416 Donner Pass Rd. 6 Pioneer Trails * * * * * * * * * * * ** *** *t*** *. ** 81* * * * * * ** * t«** * ** * * * * is * * * * * * *a * * * * * * * * * ** *r * *. ******* ****r * * *si *a * **a * tar r * * *s *** * * * ****** r *a * * * *. ** ***t * * * *. Cycle (sec): 65 Critical Vol. /Cap. (X): 0.788 Cycle (sec): 65 Critical Vol. /Cap. (x): 0.848 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.4 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 1419 Optimal * Cy * c * * e* * * * * * * 56 ****** ** * * * * * ** * * Level *r* 0£ *.. * Service: ** * * * * * * * * * * * ** * B * ** a * Optimal * Cycle: a * *aa * * 67 ** ** * ** * * Level * 0f ** * Service: * * * ** ********* * .9 ** * Approach North Bound South Bound East Bound west Bound Approach North Bound South Bound ** Fast Bound West Bound Movement: L - T- R 5 - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R 5 - T I- R I II II 11 1 I II II 11 Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0, 0 0 II 11 11 1 I I1 11 11 I Volume Module: Volume Module: Base Vol: 350 315 545 125 120 270 Base Vol: 350 315 545 125 120 270 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 350 315 545 125 120 270 Initial Bse: 350 315 545 125 120 270 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 117 63 17 18 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 368 332 574 132 126 284 Initial tut: 350 432 608 142 138 270 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 368 332 i 574 132 126 284 PHF Adj: 0.95 0.95 0.9 - 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PCP Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 368 455 640 149 145 284 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 368 332 574 132 126 284 Reduced Vol: 368 455 640 149 145 284 1 I I1 11 11 I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1I 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 368 455 640 149 145 284 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 1 11 11 11 1 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 714 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 1I 11 I Adjustment: 0.34 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00. 0.00 Vol /Sat: 0.52 0.17 0.00 0.00 0.30 0.08 0.09 0.00 0.18 0.00 0.00 0.00 Final Sat.: 648 1900 0 0 1900 1615 1461 0 1615 0 0 0 Crit Moves: * * ** 11 11 11 1 I Green /Cycle: 0.65 0.65 0.00 0.00 0.65 0.65 0.22 0.00 0.22 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.79 0.27 0.00 0.00 0.46 0.13 0.39 0.00 0.79 0.00 0.00 0.00 Vol /Sat: 0.57 0.24 0.00 0.00 0.34 0.09 0.10 0.00 0.18 0.00 0.001 0.00 Delay /Veh: 16.7 4.8 0.0 0.0 5.9 4.3 22.2 0.0 34.8 0.0 0.0 0.0 Crit Moves: * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.67 0.67 0.00 0.00 0.67 0.67 0.21 0.00 0.21 0.00 0.00 0.00 AdjDel /Veh: 16.7 4.8 0.0 0.0 5.9 4.3 22.2 0.0 34.8 0.0 0.0 0.0 Volume /Cap: 0.85 0.36 0.00 0.00 0.50 0.14 0.49 0.00 0.85 0.00 0.00 0.00 DesignQueue: 5 4 0 0 8 2 4 0 8 0 0 0 Delay /Veh: 22.7 4.8 0.0 0.0 5.7 4.0 23.9 0.0 42.8 0.0 0.0 0.0 ** * * * * *** * * * *Ba*a*e* *Ba * * * * * ** ******Bat ********Bat******* * **a******* * *a ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 22.7 4.8 0.0 0.0 5.7 4.0 23.9 0.0 42.8 0.0 0.0 0.0 DesignQueue: 5 6 0 0 8 2 4 0 8 0 0I 0 ***************** * * ** *** *** *** * * * * * * *** ** *** ** * *** * * * ** *** * * *** * * * ** **** *** *Bare I Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO a IMS n) WS as r.. S a is a a a a MIS a , re IS ar Mai n a l .. ! s a10 an M a !r s ate s r a • 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 17 -1 2023 PM Peak - Weekend Thu May 15, 2003 16:50:10 Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTOwithMitigation .tfx) ( R1- 2023GraysCrossingNTOwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000,HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) *************************************************** ** * * * ** * ** * * ** *** * **** ** * * *** *************************************************** *** ** * * ** *** **** * * * * * ** *** *** Intersection 018 Donner Pass Rd. 6 I -80 EB Off Ramp Intersection 018 Donner Pass Rd. a I -80 EB Off Ramp ************************************************** * * ***** * **** ** * * **** ***** * * *** ************************************************ * *** *********** *** **** * *u****** Cycle (sec): 55 Critical Vol. /Cap. (x): 0.693 Cycle (sec): 55 Critical Vol. /Cap. (X): 0.762 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.3 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 14.5 • Optimal Cycle: 42 Level Of Service: B Optimal Cycle: 49 Level Of Service: B ****************************************** ******** * * **** * **** * * * * * *** * * *** * * ** ** ************************************************* * * ***** *** ** * * * ** * * * ****** * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- R L - T- R L- T- R L- T- R 1 II 11 11 1 I II II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 1 II 11 11 1 I I1 , 11 II 1 Volume Module: Volume Module: Base Vol: 640 450 225 365 Base Vol: 640 450 225 365 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 640 450 225 365 Initial Bse: 640 450 225 365 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 107 54 10 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PaaserByvol: 0 0 0 0 PHF Volume: 674 474 237 384 Initial Fut: 747 504 235 365 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1,0 Reduced Vol: 674 474 237 384 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 786 531 247 384 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 Final Vol.: 674 474 237 384 Reduced Vol: 786 531 247 384 1 .11 11 11 1 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 786 531 247 384 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 1 11 II 11 I Lanes: D.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 0 1461 0 1625 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.35 0.00 0.00 0.25 0.00 0.16 0.00 0.24 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit Moves: **** *** 1 11 11 11 I Green /Cycle: 0.00 0.51 0.00 0.00 0.51 0.00 0.34 0.00 0.34 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.69 0.00 0.00 0.49 0.00 0.47 0.00 0.69 0.00 0.00 0.00 Vol /Sat: 0.00 0.41 0.00 0.00 D.28 0.00 0.17 0.00 0.24 0.00 0.00 0.00 Delay /Veh: 0.0 12.3 0.0 0.0 9.1 0.0 14.9 0.0 19.4 0.0 0.0 0.0 Crit Moves: * *** ** ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.54 0.00 0.00 0.54 0.00 0.31 0.00 0.31 0.00 0.00 0.00 AdjDel /Veh: 0.0 12.3 0.0 0.0 9.1 0.0 14.9 0.0 19.4 0.0 0.0 0.0 Volume /Cap: 0.00 0.76 0.00 0.00 0.52 0.00 0.54 0.00 0.76 0.00 0.00 0.00 DesignQueue: 0 11 0 0 8 0 5 0 8 0 0 0 Delay /Veh: 0.0 13.2 0.0 0.0 8.4 0.0 17.0 0.0 23.8 0.0 0.0 0.0 *******.***»********************* *************** ** * *** * * ******* * * * *** * * * ** ** *** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 13.2 0.0 0.0 8.4 0.0 17.0 0.0 23.8 0.0 0.0 0.0 DesignQueue: 0 12 0 0 8 0 5 0 9 0 0 0 *******************************«*********** ** *** * ** * ** * * ** *** **** *** * * ** *** «** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSaC , Denver, CO 1 2023 With Third Tahoe Donner Connector No Project and Plus Project Intersection LOS With Mitigation Measures Summer Weekend PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n is e s S a 111111 ,a a 111111 a UM M SID N a a INI1 11111 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 1 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 2 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation. t£x) ( R1- 2023GraysCrossin9WTDwithMitigation. tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekend Forecast for PM Peak - Weekend Command: Default Command Volume: 2023 PM Peak - Weekend Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 0 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 163.00 Single Family 0.35 0.32 57 52 109 11.7 Routes: Default Routes Zone 1 Subtotal 57 52 109 11.7 Configuration: Default Configuration 2 Planning Are 134.00 Single Family 0.35 0.32 47 43 90 9.7 Zone 2 Subtotal 47 43 90 9.7 • 3 Planning Are 58.00 Single Famile 0.35 0.32 20 19 39 4.2 • Zone 3 Subtotal 20 19 39 4.2 4 Planning Are 24.00 Single Family 0.35 0.32 8 8 16 1.7 Zone 4 Subtotal 8 8 16 1.7 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.9 5 Planning Are 5.00 Fitness Center 0.95 0.60 5 3 8 0.9 Zone 5 Subtotal 17 18 35 3.8 6 Planning Are 54.00 Single Family 0.35 0.32 19 17 36 3.9 Zone 6 Subtotal 19 17 36 3.9 7 Planning Are 34.00 Single Family 0.35 0.32 12 11 23 2.5 Zone 7 Subtotal 12 11 23 2.5 8 Planning Are 115.00 Apartment /Lott 0.28 0.24 32 28 60 6.4 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 13.5 Zone 8 Subtotal 86 100 186 20.0 9 Planning Are 60.00 Multi - Family 0.24 0.22 14 13 27 2.9 Zone 9 Subtotal 14 13 27 2.9 10 Church 17.50 Church 2.15 0.75 38 13 51 5.5 Zone 10 Subtotal 38 13 51 5.5 11 Planning Are 34.80 Specialty Reta 1.02 1.28 35 45 80 8.6 11 Planning Are 4.10 Office 0.20 0.17 1 1 2 0.2 • 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 20.4 11 Planning Are 15.00 Church 2.15 0.75 32 11 43 4.6 11 Planning Are 7.20 Community Cent 0.31 0.32 2 2 4 0.4 Zone 11 subtotal 165 154 319 34.3 • TOTAL 483 448 931 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 3 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 4 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation. tfx) 1R1- 2023GraysCrossingWTDwithMitigation. tfx) Trip Distribution Report Turning Movement Report PM Peak - Weekend Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 01 SR 89 & Rainbow Dr. Base 0 290 195 20 415 0 0 0 0 130 0 15 1065 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 13 0 0 0 0 13 0 0 49 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 302 206 20 428 0 0 0 0 143 0 15 1114 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 412 5R 89 & Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 120 445 110 10 520 10 25 10 155 80 10 10 1505 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 78 3 177 18 3 5 3 17 52 173 18 17 564 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 198 448 287 28 523 15 28 27 207 253 28 27 2069 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 03 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 65 0 1 2 7 0 0 7 94 176 Total 0 0 0 65 0 1 2 7 0 0 7 94 176 To Gates 12 13 14 15 16 17 18 19 20 21 22 04 Prosser Dam Rd. & Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 112 0 20 0 0 0 0 100 112 18 96 0 458 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 112 0 20 0 0 0 0 100 112 18 96 0 458 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. & Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 15 0 2 0 0 0 0 103 16 3 99 0 238 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 15 0 2 0 0 0 0 103 16 3 99 0 238 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd, a Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 D.0 0.0 0.0 14.0 Added 35 1 6 0 1 9 10 61 35 5 57 0 220 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 35 1 6 0 1 9 10 61 35 5 57 0, 220 To Gates k7 Prosser Dam Rd. & Road 0 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0! 0 Zone Added 0 0 0 D 0 8 9 58 0 0 54 0' 129 Total 0 0 0 0 0 8 9 58 0 0 54 0, 129 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 I 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. & East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 8 0 0 0 0 42 46 4 8 0 4 0 112 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 8 0 0 0 0 42 46 4 8 0 4 0 112 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 *10 SR 89 & Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 365 415 0 0 285 475 260 0 210 0 0 0 2010 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 147 90 3 162 62 108 55 0 104 40 3, 774 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 141 - 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 365 548 104 12 438 537 368 55 210 113 40 17! 2807 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Oa ® ISM a 11111 MI s Pa 1111. a s s s a e! r all In u_ b In a- i MI a le P a s ■ - 1111111 i 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 4 -2 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 4 -3 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation .tfx) ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 011 SR 267 6 1 -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 815 375 0 0 485 15 0 0 0 755 0 405 2850 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 200 0 0 119 148 0 0 0 0 0 37 504 Added 0 0 22 0 0 0 0 52 7 14 12 0 107 Total 815 575 0 0 604' 163 0 0 0 755 0 442 3354 Total 0 0 22 0 0 0 0 52 7 14 12 0 107 012 SR 267 6 I -80 013 Off /On Ramp 021 Bridge St. 6 West River St. Base 0 1165 500 475 765 0 25 0 775 0 0 0 3705 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 90 0 35 84 0 110 0 0 0 0 0 319 Added 0 15 0 0 15 6 7 0 0 0 0 0 43 Total 0 1255 500 510 849 0 135 0 775 0 0 0 4024 Total 0 15 0 0 15 6 7 0 0 0 0 0 43 013 SR 267 6 Brockway 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 64 0 0 60 25 26 0 0 0 0 0 175 Added 0 0 0 7 0 12 0 24 0 0 12 0 55 Total 0 64 0 0 60 25 26 0 0 0 0 0 175 Total 0 0 0 7 0 12 0 24 0 0 12 0 55 014 SR 267 6 Schaffer Mill Rd. 054 Base 0 0 0 0 0 0 0 0 0 0 0 .0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 10 43 6 7 0 0 0 0 11 123 Added 0 27 0 28 0 0 0 0 0 0 0 0 55 Total 0 46 0 10 43 6 7 0 0 0 0 11 123 Total 0 27 0 28 0 0 0 0 0 0 0 0 55 015 5R 267 6 Northstar Dr. 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 33 11 11 0 0 0 0 0 90 Added 0 16 0 0 19 8 9 0 0 0 0 0 52 Total 0 35 0 0 33 11 11 0 0 0 0 0 90 Total 0 16 0 0 19 8 9 0 0 0 0 0 52 016 Donner Pass Rd. 6 Pioneer Trails. 068 Base 345 305 0 0 545 160 145 0 265 0 0 0 1765 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 117 0 0 62 40 45 0 0 0 0 0 264 Added 8 0 0 0 0 0 0 9 9 0 8 0 34 Total 345 422 0 0 607 200 190 0 265 0 0 0 2029 Total 8 0 0 0 0 0 0 9 9 0 8 0 34 017 Donner Pass Rd. 6 I -80 BB On Ramp Base 185 655 0 0 455 355 0 0 0 0 0 0 1650 Added 0 117 0 0 54 8 0 0 0 0 0 0 179 Total 185 772 0 0 509 363 0 0 0 0 0 0 1829 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 620 0 0 455 0 220 0 350 0 0 0 1645 Added 0 107 0 0 54 0 10 0 0 0 0 0 171 Total 0 727 0 0 509 0 230 0 350 0 0 0 1816 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 33 0 0 0 0 75 0 28 26 0 162 Total 0 0 33 0 0 0 0 75 0 28 26 0 162 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 5 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 5 -2 • Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation. tfx) ( R1- 2023GraysCrossingWTDWithMitigation .t£x) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 6 I -80 WB Off /On Ramp Base 1190 1240 2430 500 760 1280 0 830 830 1160 0 1160. 5700 01 SR 89 & Rainbow Dr. Added 200 119 319 267 237 504 0 148 148 37 0 37, 1008 Base 485 545 1030 435 305 740 0 0 0 145 215 360 2130 Total 1390 1359 2749 767 1017 1784 0 978 978 1197 0 1197 6708 Added 23 26 49 13 12 25 0 0 0 13 11 24 98 Total 508 571 1079 448 317 765 0 0 0 158 226 384 2228 012 SR 267 6 I -80 EB Off /On Ramp Base 1665 1540 3205 1240 1190 2430 800 0 800 0 975 975' 7410 #2 5R 89 6 Prosser Dam Rd. Added 90 84 174 119 200 319 110 0 110 0 35 351 638 Base 675 755 1430 540 480 1020 190 140 330 100 130 230 3010 Total 1755 1624 3379 1359 1390 2749 910 0 910 0 1010 1010 8048 Added 258 228 486 26 23 49 72 101 173 208 212 420 1128 Total 933 983 1916 566 503 1069 262 241 503 308 342 650 4138 013 52 267 6 Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 03 Alder.Dr. 6 Thayer Dr. Added 64 60 124 85 90 175 26 25 51 0 0 0 350 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 64 60 124 85 90 175 26 25 51 0 0 0 350 Added 0 0 0 66 96 162 9 8 17 101 72 173 352 Total 0 0 0 66 96 162 9 8 17 101 72 173 352 014 SR 267 6 Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 04 Prosser Dam Rd. 6 Road A Added 46 43 89 59 64 123 7 6 13 11 10 21 246 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 46 43 89 59 64 123 7 6 13 11 10 21 246 Added 132 130 262 0 0 0 212 208 420 114 120 234 916 Total 132 130 262 0 0 0 212 208 420 114 120 234 916 015 54t 267 6 Northatar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 #5 Prosser Dam Rd. 6 Road B Added 35 33 68 44 46 90 11 11 22 0 0 0 180 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 35 33 68 44 46 90 11 11 22 0 0 0 180 Added 17 19 36 0 0 0 119 114 233 102 105 207 476 Total 17 19 36 0 0 0 119 114 233 102 105 207 476 016 Donner Pass Rd. 6 Pioneer Trails Base 650 810 1460 705 450 1155 410 505 915 0 0 0 3530 06 Prosser Dam Rd. 6 Road C Added 117 62 179 102 162 264 45 40 85 0 0 0 528 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 767 872 1639 807 612 1419 455 545 1000 0 0 0 4058 Added 42 41 83 10 11 21 106 101 207 62 67 129 440 Total 42 41 83 10 11 21 106 101 207 62 67 129 440 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 840 455 1295 810 655 1465 0 540 540 0 0 0 3300 07 Prosser Dam Rd. 6 Road D Added 117 54 171 62 117 179 0 8 8 0 0 0 358 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 957 509 1466 872 772 1644 0 548 548 0 0 0 3658 Added 0 0 0 8 9 17 67 62 129 54 58 112 258 Total 0 0 0 8 9 17 67 62 129 54 58 112 258 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 620 805 1425 455 840 1295 570 0 570 0 0 0 3290 #8 Prosser Dam Rd. & East Alder Creek Rd. Added 107 54 161 54 117 171 10 0 10 0 0 0 342 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 727 859 1586 509 957 1466 580 0 580 0 0 0 3632 Added 8 8 16 42 46 88 58 54 112 4 4 8 224 Total 8 8 16 42 46 88 58 54 112 4 4 8 224 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 010 5R 89 6 Donner Pass Rd. Added 33 28 61 0 0 0 75 26 101 54 108 162 324 Base 780 495 1275 760 675 1435 470 840 1310 0 0 0 4020 Total 33 28 61 0 0 0 75 26 101 54 108 162 324 Added 237 266 503 227 258 485 163 102 265 147 148 295 1548 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1017 761 1778 987 933 1920 633 942 1575 170 171 341 5614 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to L56C , Denver, CO' - 0* - - 0* - - - 0U - - 0* - - - - - MI 11111 r 1 1 1 1 1_ 1 1 w 1 11111 11111 1 NM 1 NMI 2023 PM Peak - Weekend Thu May 15, 2003 17:00:47 Page 5 -3 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 6 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation. tfx) ( R1- 2023GraysCrossingMTDwithMitigation. tfx) • Volume NB Link 5B Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 420 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 22 21 43 0 0 0 59 12 71 26 74 100 214 4 2 SR 89 6 Prosser Dam Rd. A 10.0 0.498 C 21.2 0.851 +11.237 D/V Total 22 21 43 0 0 0 59 12 71 26 74 100 214 4 10 5R 89 6 Donner Pass Rd. B 13.1 0.579 C 26.7 0.902 +13.614 D/V • 421 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 5R 267 6 I -80 WB Off /On Ramp E 56.3 0.985 E 68.5 1.059 +12.167 D/V Added 15 15 30 21 22 43 7 6 13 0 0 0 86 Total 15 15 30 21 22 43 7 6 13 0 0 0 86 4 12 SR 267 4 I -80 EB Off /On Ramp B 17.0 0.742 C 29.2 0.904 +12.238 0/V *53 4 16 Donner Pass Rd. 6 Pioneer Tral B 13.1 0.775 B 14.7 0.834 + 1.654 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 19 0 19 24 24 48 12 31 43 110 4 18 Donner Pass Rd. 6 1 -80 EB Off B 12.9 0.669 B 13.8 0.738 + 0.935 D/V Total 0 0 0 19 0 19 24 24 48 12 31 43 110 1154 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 27 0 27 28 27 55 0 0 0 0 28 28 110 Total 27 0 27 28 27 55 0 0 0 0 28 28 110 460 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 19 35 27 25 52 9 8 17 0 0 0 104 Total 16 19 35 27 25 52 9 8 17 0 0 0 104 468 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 8 9 17 0 0 0 18 16 34 8 9 17 68 Total 8 9 17 0 0 0 18 16 34 8 9 17 68 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 7 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 8 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingW2DwithMitigation .t£x) ( R1- 2023GraysCrossingWTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) a*****. *. * *a*. ** * * ** * * * * * * * * * *. ***.**..**** * * *** * **..***..* * * ** * * * * *.* * * ** ** . ***** *.*.a** * * * *** * * ** * ** * ***** *** ** * * .* ** aaa *a aa* ****a♦ ***** *x* ****.************. Intersection 02 SR 89 6 Prosser Dam Rd. Intersection 02 SR 89 6 Prosser Dam Rd. * **** * *a* a* * * *** * * ***a** * ****** a * : .. * * * e ******** *** ** **** * *a* ** * *** ..................... * * **** * ***** * **• * ******* * ***** * * * ** Cycle (sec) * * 70 Critical Vol. /Cap. (X): 0.498 Cycle (sec): 70 Critical Vol. /Cap. (X): 0.851 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 10.0 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 2112 Optimal { * ** * * * * * ** 31 . * * * * * * * * * * * ** * * Level *** Of *.. *Service: ** a * * * * * ** * *. * * * ** Optimal *Cycle: . * ** * * * * *a * * * * * * * * * ** * * * * * * Level*** Of *• *Service« *** * * ** * * ** C * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- 5 L - T- R L - T- R L- T- R Movement: L - T- R 9. - T- R L - T- R L- T- R I II 11 II 1 I 1I II I1 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0• 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 I II 11 II I I II II 11 I Volume Module: Volume Module: Base Vol: 120 445 110 10 520 10 25 10 155 80 10 10 Base Vol: 120 445 110 10 520 10 25 10 155 80 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 445 110 10 520 10 25 10 155 80 10 10 Initial Bse: 120 445 110 10 520 10 25 10 155 80 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 78 3 177 18 3 5 3 17 52 173 181 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0, 0 PHF Volume: 126 468 116 11 547 11 26 11 163 84 11 11 Initial Fut: 198 448 287 28 523 15 28 27 207 253 281 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 1.00 Reduced Vol: 126 468 116 11 547 11 26 11 163 84 11 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 472 302 29 551 16 29 28 218 266 29i 28 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 01 0 Final Vol.: 126 468 116 11 547 11 26 11 163 84 11 11 Reduced Vol: 208 472 302 29 551 16 29 28 218 266 29' 28 1 II 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 208 472 302 29 551 16 29 28 218 266 291 28 Adjustment: 0.38 0.97 0.97 0.36 1.00 1.00 0.85 0.85 0.85 0.63 0.63 0.63 1 II II 11 I Lanes: 1.00 0.80 0.20 1.00 0.98 0.02 0.13 0.05 0.82 0.80 0.10 0.10 ' Saturation Flow Module: Final Sat.: 714 1477 366 684 1857 37 210 89 1316 943 123 123 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 19001 1900 1 11 II II I Adjustment: 0.30 0.94 0.94 0.14 1.00 1.00 0.84 0.84 0.84 0.53 0.53' 0.53 capacity Analysis Module: Lanes: 1.00 0.61 0.39 1.00 0.97 0.03 0.11 0.10 0.79 0.82 0.09 0.09 Vol /Sat: 0.18 0.32 0.32 0.02 0.29 0.29 0.12 0.12 0.12 0.09 0.09 0.09 Final Sat.: 568 1091 698 266 1839 53 169 163 1272 829 90, 87 Crit Moves: * * ** * * ** I II 11 II 1 1 Green /Cycle: 0.64 0.64 0.64 0.64 0.64 0.64 0.25 0.25 0.25 0.25 0.25 0.25 Capacity Analysis Module: Volume /Cap: 0.28 0.50 0.50 0.03 0.46 0.46 0.50 0.50 0.50 0.36 0.36 0.36 Vol /Sat: 0.37 0.43 0.43 0.11 0.30 0.30 0.17 0.17 0.17 0.32 0.32 0.32 Delay /Veh: 5.9 7.1 7.1 4.7 6.8 6.8 23.5 23.5 23.5 22.4 22.4 22.4 Grit Moves: * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.51 0.51 0.51 0.51 0.51 0.51 0.38 0.38 0.38 0.38 0.38 I 0.38 AdjDel /Veh: 5.9 7.1 7.1 4.7 6.8 6.8 23.5 23.5 23.5 22.4 22.4 22.4 Volume /Cap: 0.72 0.85 0.85 0.21 0.59 0.59 0.45 0.45 0.45 0.85 0.85 0.85 DesignQueue: 2 7 2 0 8 0 1 0 5 2 0 0 Delay /Veh: 21.9 22.6 22.6 10.3 13.0 13.0 16.9 16.9 16.9 36.5 36.5 36.5 * *************»*»* a«************** a**.***.*.** *.. * * * * * * * *a * * *aa * *. * * * * * * * * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ■ 1.00 AdjDel /Veh: 21.9 22.6 22.6 10.3 13.0 13.0 16.9 16.9 16.9 36.5 36.5 36.5 DesignQueue: 4 10 6 1 11 0 1 1 5 7 11 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traftix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to La6C , Denver, Co milmilasem offinalsoma wisealinirs = v v 1® 1 1 1 a a 1 1 1 s 1 1 MI = 1 En 1 1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 9 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 10 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingWTDwithMitigation. tfx) ( R1- 2023GraysCrossingWTOwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ****** ******************••••••******••••••******* ** ****** * *••••••*** ***•• +•w*+•• ******••••••••••••************••••••******••••••• ♦*+r••••*** * *** **** ****** **** ** Intersection X10 SR 89 & Donner Pass Rd. Intersection *10 SR 89 6 Donner Pass Rd. Cycle (sec): 00 critical Vol. /Cap. (8): 0.579 Cycle (sec): 80 Critical Vol. /Cap. (X): 0.902 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 13.1 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 26.7 Optimal Cycle: 45 Level Of Service: 8 Optimal Cycle:OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T - R L - T - R L - T - R L - T - R Movement: L- T- R L- T- R L - T- R L- T - R 1 11 11 11 1 1 11 11 11 I control: Permitted Permitted split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1) 0 0 1 11 II II I I II II II I Volume Module: Volume Module: Base Vol: 365 415 285 475 260 210 Base Vol: 365 415 0 0 285 475 260 0 210 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 415 285 475 260 210 Initial Bse: 365 415 0 0 285 475 260 0 210 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 147 90 3 162 62 108 55 0 104 40 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 9 -9 0 0 0 0 9 0 14 PHF Volume: 384 437 300 500 274 221 Initial Fut: 365 548 104 12 438 537 368 55 210 113 40 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 384 437 300 500 274 221 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 . 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 384 577 109 13 461 565 387 58 221 119 42 18 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 384 437 300 500 274 221 Reduced Vol: 384 577 109 13 461 565 387 58 221 119 42 18 1 11 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 384 577 109 13 461 565 387 58 221 119 42 18 Adjustment: 0.57 1.00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 1 11 II II I Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1081 1900 0 1900 1900 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 11 II 11 1 Adjustment: 0.40 0.98 0.98 0.24 1.00 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.84 0.16 1.00 1.00 1.00 2.00 0.21 0.79 0.67 0.23 0.10 Vol /Sat: 0.36 0.23 0.00 0.00 0.16 0.31 0.08 0.00 0.14 0.00 0.00 0.00 Final Sat.: 766 1560 295 452 1900 1615 3502 348 1326 1206 426 182 Crit Moves: •••• •• 1 11 11 11 I Green /Cycle: 0.61 0.61 0.00 0.00 0.61 0.61 0.24 0.00 0.24 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.58 0.37 0.00 0.00 0.26 0.50 0.33 0.00 0.58 0.00 0.00 0.00 Vol /Sat: 0.50 0.37 0.37 0.03 0.24 0.35 0.11 0.17 0.17 0.10 0.10 0.10 Delay /Veh: 10.5 8.0 0.0 0.0 7.2 9.1 25.5 0.0 29.2 0.0 0.0 0.0 Crit Moves: ' • ••• User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.56 0.56 0.56 0.56 0.56 0.56 0.18 0.18 0.18 0.11 0.11 0.11 AdjDel /Veh: 10.5 8.0 '' 0.0 0.0 7.2 9.1 25.5 0.0 29.2 0.0 0.0 0.0 Volume /Cap: 0.90 0.67 0.67 0.05 0.44 0.63 0.60 0.90 0.90 0.90 0.90 0.90 DesignQueue: 7 8 0 0 5 9 9 0 8 0 0 0 Delay /Veh: 37.8 14.2 14.2 8.2 10.7 13.6 31.4 59.7 59.7 73.1 73.1 73.1 «..+..+.+,,......++..,......•»«.........» «.... » «........ «......... >..... User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 37.8 14.2 14.2 8.2 10.7 13.6 31.4 59.7 59.7 73.1 73.1 73.1 DesignQueue: 8 13 2 0 10 12 14 2 8 5 2 1 Traffix 7.5.1015 (C) 2000 Dowling Assoc. Licensed to L54C , Denvel, C0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 11 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 12 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossing9TDwithMitigation .tfx) ( R1- 2023GraysCrossingwTDwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report * . *. 2000 HCM Operations s Method (Base " Volume xAlternative) s *... "* :*. * * **x * " " "*a. . 2000 HCM Operations Method (Future * Volume Alternative) .a*.. *" * "" Intersection #11 SR * & -80 " Off/On "Ramp "s. * * " " " " + *x*** " " " * *.. ,,* * Intersection Xll " *x SR 267 " .. 6 * I- 80 Off/On * Ramp * x*. a.. " " ** •. " *..** *« " "" Cycle (sec): 100 Critical Vol. /Cap. (X): .x 0`985 Cycle (sec 100 Critical Vol. /Cap. (X): . * 1.059 *" Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 56.3 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 68.5 Optimal Cycle: 171 Level Of Service: E Optimal Cycle: 180 Level Of Service: E Approach: " * ** *. North * Bound *x***. South Bound «*..*. * Bound *.xx.*WestxBound x* Approach * +" North Bound *.x " *x South *** «. East x Bound «x ».* West " Bou x" Bound Movement: 5- T- R L - T- R L- T- R L- T-- R Movement: L- T- R L- T- R L - T- R L - T R I 11 11 11 I 1 11 11 1 1 1 1 Control: Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0' 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 1 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 815 375 485 15 755 40 Base Vol: 815 375 485 15 755 40 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Initial Bse: 815 375 485 15 755 40 Initial Bse: 815 375 485 15 755 40 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Added Vol: 0 200 119 148 0 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PasserByVol: 0 0 0 0 0 PHF Volume: 858 395 511 16 795 Initial Fut: 815 575 604 163 755 44 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduced Vol: 858 395 511 16 795 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 PHF Volume: 858 605 636 172 795 mLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 858 395 511 16 795 Reduced Vol: 858 605 636 172 795 ' 1 11 11 11 1 PCE Adj: 1.00.1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 858 605 636 172 795 ' Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 I 11 11 11 I Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Saturation Flow Module: Final 555.: 3502 1900 0 0 1900 1615 0 0 0 2252 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 Capacity Analysis Module: Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Vol /Sat: 0.25 0.21 0.00 0.00 0.27 0.01 0.00 0.00 0.00 0.35 0.00 0.00 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2256 1900 0 Crit Moves: • " "" * * *" * ** I 11 11 11 I Green /Cycle: 0.25 0.53 0.00 0.00 0.28 0.28 0.00 0.00 0.00 0.35 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.98 0.40 0.00 0.00 0.98 0.04 0.00 0.00 0.00 1.00 0.00 0.00 Vol /Sat: 0.25 0.32 0.00 0.00 0.33 0.11 0.00 0.00 0.00 0.35 0.00 0.00 Delay /Veh: 62.0 14.5 0.0 0.0 69.5 26.6 0.0 0.0 0.0 63.2 0.0 0.0 Crit Moves: * * ** * *** * " User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.23 0.55 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.33 0.00 0.00 AdjDel /Veh: 62.0 14.5 0.0 0.0 69.5 26.6 0.0 0.0 0.0 63.2 0.0 0.0 Volume /Cap: 1.05 0.58 0.00, 0.00 1.05 0.33 0.00 0.0D 0.00 1.08 0.00 0.00 DesignQueue: 38 11 0 0 22 1 0 0 0 30 0 0 Delay /Veh: 83.1 15.4 0.0 0.0 83.8 26.3 0.0 0.0 0.0 90.1 0.0 ' 0.0 ****** a*"* aa*+***" a**"**x** a*******"********* *** «.* ** ** * * ** » «* * *** ** ** * «a «" • User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 83.1 15.4 0.0 0.0 83.8 26.3 0.0 0.0 0.0 90.1 0.0 0.0 DesignQueue: 39 16 0 0 26 7 0 0 0 31 0 i 0 *************** **x ***x * * *** **** ** **a * * * * *L ** ** • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed t0 LS6C , Denver, CO a e a a NM OM MS ENI a o a - =- In Mil 111.11 re 1 11111 1 1 1 1 MI 1 1 1 1 ! - 1 MI - 1 1 1 • 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 13 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 14 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2023GraysCrossingWTDwithMitigation. tfx) ( R1- 2023GraysCrossingwTDwithMitigation. tfx) Level Of Service Computation Report - Level Of Service Computation Report 2000 HCM Operations method (Base Volume Alternative * 2000 HCM Operations Alternative) * * *• « *. * * « « *« •••. • • *. • • •. • ** * * * ** . * * * * *. * ***•** • • *• **** ** *. *;•« *..•••••••• •• • •• *• * **« * * * * *• *•. • * * *** * *x • • * *** *. • * ** ** *. • * * * * • . *** *« ** ** *• •••• * : «« *•••• Intersection 812 SR 267 6 II -80 E8 Off /On Ramp Intersection 812 267 6 7r80 EB Ramp « *•••• * *•• • • * * • * * * * * * *•* * * * * ***x * *• • *• . * * * * ** *• *. ** * * ** * * * * « * ** • «••• * * ••• * * * * . . * * * • *• ** * * * * * **. • *** * * ** * * **. . • *. • ** * *** * *. • *•• • • • • * ** ** ••••• • ••• * * * *• * Cycle (sec): 80 Critical Vol. /Cap. (x): 0.742 Cycle (sec): 80 Critical Vol. /Cap. (X): 0.904 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 17.0 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 29.2 Optimal Cycle: 62 Level Of service: 8 Optimal Cycle: 98 Level Of• Service: C * *. *• *•• * * *• * * * * *« ... ** • Approach: • North Bound South Bound East Bound West Bound Approach: North * Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 II 1 I 11 II 11 I Control: Permitted Protected Permitted Permitted Control: Permitted Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 II I I 11 1 1 11 I I 11 I Volume Module: Volume Module: Base Vol: 1165 500 475 765 25 77 Base Vol: 1165 500 475 765 25 77 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial ass: 1165 500 475 765 25 77 Initial Bse: 1165 500 475 765. 25 77 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 90 0 35 84 110 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 1226 526 500 805 26 Initial Fut: 1255 500 510 849 135 77 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1226 526 500 805 26 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 '1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1321 526 537 894 142 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1226 526 500 805 26 Reduced Vol: 1321 526 537 894 142 1 11 11 11 I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1321 526 537 894 142 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I II II II 1 Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 3610 1615 1505 1900 0 1900 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II II II I Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.34 0.33 0.28 0.42 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: * * ** * * ** * * ** 1 11 11 11 I Green /Cycle: 0.00 0.46 0.46 0.37 0.83 0.00 0.02 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.74 0.71 0.74 0.51 0.00 0.74 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.37 0.33 0.30 0.47 0.00 0.10 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 19.6 20.7 26.1 2.2 0.0 97.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: 1444 • *** * **' User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.42 0.42 0.34 0.76 0.00 0.09 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 19.6 20.7 26.1 2.2 0.0 97.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.87 0.77 0.87 0.62 0.00 1.22 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 32 14 15 7 0 1 0 0 0 0 0 Delay /Veh: 0.0 26.7 25.3 37.1 5.0 0.0 189.0 0.0 0.0 0.0 0.0 0.0 *•******•••**••**•*******************•«•***** * * *** * * * * *• *•* * **e* * *• *• *** * «••** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 26.7 25.3 37.1 5.0 0.0 189.0 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 37 15 17 11 0 6 0 0 0 0 0 «•********••***•*************•••***•**«•** * * ****• * «e * «****e * *** * * * « « *•••** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO . 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 15 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 16 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingwTDwithMitigation. tfx) ( R1- 2023GraysCrossingWTOwithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 4444*** + 2000 * HCM * Operations Method * * ««* (Base Volume +44 Alternative) ************« +« ** 4444*** * 2000 HCM * * Operations Method *(Future * ** Volume ** ***** Alternative) **** 4444*+ Intersection 816 ** *. Donner ****. Pass * 44* Rd * * 6 *+ +* Pioneer Trails + * * * * * * * « ** ********* Intersection * 816 * Donner Pass * Rd * * 6 * Pioneer Trails *** * *** «+ *** 444444.4,444444* * . . *44 *« 44* 44. * ***. ** * ***.**.«*****«++ 4444 *« 4.444* 4444 =.« 44 44.44 44...44«« Cycle (sec): 65 critical Vol. /Cap. (X): 0.775 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.834 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.1 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 14.7 Optimal 54 Level 8 Optimal Service: I B . **44 * * ** ** **** « *+ ******** « ** : 4444 * * * *** * ** * * * * * ** **x « + + * * * * * * ** **44 * * * ** * * * 44 4*. * **444.********** * * * * * * * * * +* * ** * * * * ** * *. * * *4444 ************* ** * +** *** « Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T- R L - T- R L- T- A Movement: L - T- R L - T - R L - T- R L- T- R I II - - - II II I I II II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I II 11 11 I I 11 II II I Volume Module: Volume Module: I Base Vol: 345 305 545 160 145 265 Base Vol: 345 305 545 160 145 265 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Initial Sse: 345 305 545 160 145 265 Initial Bse: 345 305 545 160 145 265 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 117 62 40 45 0 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 0 PHF volume: 363 321 574 168 153 279 Initial Fut: 345 422 607 200 190 265 0 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Reduced Vol: 363 321 574 168 153 279 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 363 444 639 211 200 279 0 M.F Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 Final Vol.: 363 321 574 168 153 279 Reduced Vol: 363 444 639 211 200 279 0 I 11 II 11 I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 363 444 639 211 200 279 0 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 I 11 II II I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 716 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 II 11 I Adjustment: 0.34 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.51 0.17 0.00 0.00 0.30 0.10 0.10 0.00 0.17 0.00 0.00 0.00 Final Sat.: 650 1900 0 0 1900 1615 1461 0 1615 0 0 0 Crit Moves: 4444 4444 I II 11 II 1 Green /Cycle: 0.65 0.65 0.00 0.00 0.65 0.65 0.22 0.00 0.22 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.77 0.26 0.00 0.00 0.46 0.16 0.47 0.00 0.77 0.00 0.00 0.00 Vol /Sat: 0.56 0.23 0.00 0.00 0.34 0.13 0.14 0.00 0.17 0.00 0.00 0.00 Delay /Veh: 15.8 4.8 0.0 0.0 5.8 4.4 23.0 0.0 33.8 0.0 0.0 0.0 Crit Moves: **** 4444 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.67 0.67 0.00 0.00 0.67 0.67 0.21 0.00 0.21 0.00 0.00 0.00 AdjDel /Veh: 15.8 4.8 0.0 0.0 5.8 4.4 23.0 0.0 33.8 0.0 0.0 0.0 Volume /Cap: 0.83 0.35 0.00 0.00 0.50 0.20 0.66 0.00 0.83 0.00 0.00 0.00 DesignQueue: 5 4 0 0 8 2 4 0 8 0 0 0 Delay /veh: 21.0 4.8 0.0 0.0 5.7 4.2 29.0 0.0 41.0 0.0 0.0 0.0 * * * * *** «**u* * ***** * *** *** * * * * *« «+4444* « * * * « « « * * ** ** 4444 **rnm ** *4444 * + * * * * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 21.0 4.8 0.0 0.0 5.7 4.2 29.0 0.0 41.0 0.0 0.0 0.0 DesignQueue: 5 6 0 0 8 3 6 0 8 0 0 0 44* * * *44*44** ** *44+ 44444* * * * * *****4 ** * * ** * * ** +44+44 * *44 *4 *44** ** 44444 * *44I * *44*** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO OM all ® n In I -- v - _ i - - __ OM OM t- E n !_ -__ MI ME NM MI MI MO - _ M 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 17 -1 2023 PM Peak - Weekend Thu May 15, 2003 17:00:51 Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GrayscrossingwTDwithMitigation .tfx) ( R1- 2023GraysCrossingWTDwithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ..***.***.***** a*.*..*****************..****:.*** ***. * * * *. ** * ** ** ** ** ** * * * ** ** ** *.*******...*******..***.************************* * * * * ***.*** ** * ... ** * ****** * * *. Intersection 018 Donner Pass Rd. 6 I -80 EB Off Ramp Intersection 018 Donner Pass Rd. 6 I -80 EB Off Ramp *.*****.«*.***************.********** .*.* ** **.. * * ** * ******** * * *.. * ** .***.****.**.*** a*** a..************..*********.* *. **u.**. * * * **. *. * * * * ***** * **.. Cycle (sec): 55 Critical Vol. /Cap. (X): 0.669 Cycle (sec): 55 Critical Vol. /Cap. (14): 0.738 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 12.9 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.8 Optimal Cycle: 40 Level of service: 8 Optimal Cycle: 47 Level Of Service: 8 *******.«***********************************-**** **** * * *** ** * * * * **** ** *** * * ** *** *************************************************** * * ** * *** * * * * * * * * * * ** *** * ***** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T - R L- T- R 1 II 11 11 1 1 11 11 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 1 11 11 11 I 1 11 II 11 I Volume Module: Volume Module: Base Vol: 620 455 220 350 Base Vol: 620 455 220 350 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 620 455 220 350 Initial Bse: 620 455 220 350 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 107 54 10 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 653 479 232 368 Initial Fut: 727 509 230 350 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 653 479 232 368 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF volume: 765 536 242 368 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 Final Vol.: 653 479 232 368 Reduced Vol: 765 536 242 368 I 11 11 II I PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 765 536 242 368 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 1 II II 11 I Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 II 11 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.34 0.00 0.00 0.25 0.00 0.16 0.00 0.23 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit'Moves: * "` 1 11 11 11 I Green /Cycle: 0.00 0.51 0.00 0.00 0.51 0.00 0.34 0.00 0.34 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.67 0.00 0.00 0.49 0.00 0.47 0.00 0.67 0.00 0.00 0.00 Vol /Sat: 0.00 0.40 0.00 0.00 0.28 0.00 0.17 0.00 0.23 0.00 0.00 0.00 Delay /Veh: 0.0 11.7 0.0 0.0 9.1 0.0 14.9 0.0 18.7 0.0 0.0 0.0 Crit Moves: * * *` * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.55 0.00 0.00 0.55 0.00 0.31 0.00 0.31 0.00 0.00 0.00 AdjDe1 /Veh: 0.0 11.7 0.0 0.0 9.1 0.0 14.9 0.0 18.7 0.0 0.0 0.0 Volume /Cap: 0.00 0.74 0.00 0.00 0.52 0.00 0.54 0.00 0.74 0.00 0.00 0.00 Designoueue: 0 11 0 0 8 0 5 0 8 0 0 0 Delay /Veh: 0.0 12.3 0.0 0.0 8.4 0.0 17.0 0.0 22.8 0.0 0.0 0.0 * «« ***.*. a**.*...**********************.*.**** . * * * *. * * * * * * *u* * * * **.*.. **..*.. User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 12.3 0.0 0.0 8.4 0.0 17.0 0.0 22.8 0.0 0.0 0.0 DesignQueue: 0 12 0 0 8 0 5 0 8 0 0 0 *************************************************** * *** * ** * ** *** * **** * * ** * * * * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1 Roundabout LOS Calculations , 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 SR 89 / Alder Drive / Prosser Dam Road 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Movement Summary Page 1 of 1 ' 2 Movement Summary 0 & associates aaTraffic SIDRA SR 89 / Alder Drive I Roundabout Vehicle Movements 1 1 Deg of Aver 95% Aver Oper Mov No Turn Dem Flow Cap Satn Delay Level of Back of Eff. Stop Speed Cost (veh /h) (veh /h) (v /c) (sec) service Q(ftje Rate (mi /h) ($ /h) 1 SR 89 32 L 149 1798 0.382 8.0 LOS A 74 1.04 32.3 117 ' 32 T 288 1798 0.382 8.0 LOS A 74 1.04 32.3 117 32 R 250 1798 0.382 8.0 LOS A . 74 1.04 32.3 117 Approach 687 1798 0.382 8.0 LOS A 74 1.04 32.3 117 Prosser Dam Road 22 L 251 945 0.328 14.9 LOS B 63 1.53 28.9 59 22 T 27 945 0.328 14.9 LOS B 63 1.53 28.9 59 ' 22 R 30 945 0.328 14.9 LOS B 63 1.53 28.9 59 Approach 310 945 0.328 14.9 LOS B 63 1.53 28.9 59 SR 89 e 42 L 32 988 0.489 9.2 LOS A 101 1.38 31.5 80 42 T 427 988 0.489 9.2 LOS A 101 1.38 31.5 80 ' 42 R 23 988 0.489 9.2 LOS A 101 1.38 31.5 80 Approach 483 988 0.489 9.2 LOS A 101 1.38 31.5 80 Alder Drive t 12 L 21 710 0.351 13.1 LOS B 65 1.61 29.6 44 12 T 24 710 0.351 13.1 LOS B 65 1.61 29.6 44 12 R 204 710 0.351 13.1 LOS B 65 1.61 29.6 44 , Approach 249 710 0.351 13.1 LOS B 65 1.61 29.6 44 All 1729 4441 0.489 10.3 LOS B 101 1.31 31.0 300 Vehicles F: \Grays Crossing EIR \SIDRA \89 Alder 05 wkend 1 Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 Akcelik & Associates Pty Ltd Generated 5/16/2003 8:57:52 AM 1 1 file: / /C:\ Documents% 20and% 20Settings \becky\Loca1 %20Settings \Temp \ %20 %2050BD90... 5/16/2003 ' I Movement Summary Page 1 of 1 z Movement Summary akcelik &associates I aaTraffic SIDRA SR 89 / Alder Drive Roundabout Vehicle Movements I Deg of Aver 950/0 Aver Oper Mov No Turn Dem Flow Cap Satn Delay Level of Back of Eff. Stop Speed Cost (veh /h) (veh /h) (v /c) (sec) service Queue Rate (mi /h) ($ /h) SR 89 I 32 32 L 202 1843 0.483 7.9 LOS A 105 1.02 32.4 151 T 427 1843 0.483 7.9 LOS A 105 1.02 32.4 151 32 R 260 1843 0.483 7.9 LOS A 105 1.02 32.4 151 ' Approach 890 1843 0.483 7.9 LOS A 105 1.02 32.4 151 Prosser Dam Road 22 L 209 795 0.330 16.5 LOS B 64 1.64 28.1 51 22 T 30 795 0.330 16.5 LOS B 64 1.64 28.1 51 22 R 22 795 0.330 16.5 LOS B 64 1.64 28.1 51 Approach 262 795 0.330 16.5 LOS B 64 1.64 28.1 51 SR 89 42 L 23 952 0.387 9.0 LOS A 75 1.35 31.7 61 I 42 T 329 952 0.387 9.0 LOS A 75 1.35 31.7 61 42 R 14 952 0.387 9.0 LOS A 75 1.35 31.7 61 Approach 368 952 0.387 9.0 LOS A 75 1.35 31.7 61 I Alder Drive 12 L 13 836 0.313 11.4 LOS B 58 1.49 30.7 45 12 T 21 836 0.313 11.4 LOS B 58 1.49 30.7 45 I 12 R 226 836 0.313 11.4 LOS B 58 1.49 30.7 45 Approach 262 836 0.314 11.4 LOS B 58 1.49 30.7 45 1 All Vehicles 1782 4426 0.483 9.9 LOS A 105 1.25 31.3 308 I F: \Grays Crossing EIR \SIDRA \89 Alder 05 Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 I Akcelik & Associates Pty Ltd Generated 5/15/2003 5:37:16 PM 1 1 file: / /C:\ Documents %20and %20Settings \becky \Local %20Settings \Temp \ %2014A5794.H... 5/15/2003 Movement Summary Page 1 of 1 Movement Summary 0 aeeclatea ' aaTraffic SIDRA SR 89 / Alder Drive Roundabout Vehicle Movements 1 Deg of Aver 95% Aver Oper 1 Dem Flow Cap Level of Back of Eff. Stop Mov No Turn Satn Delay Speed Cost (veh /h) (veh /h) (v /c) (sec) Service Queue Rate (mi /h) ($ /h) 1 SR 89 32 L 278 1822 0.750 7.9 LOS A 280 0.98 32.0 232 , 32 T 770 1822 0.750 7.9 LOS A 280 0.98 32.0 232 32 R 320 1822 0.750 7.9 LOS A 280 0.98 32.0 232 Approach 1367 1822 0.750 7.9 LOS A 280 0.98 32.0 232 1 Prosser Dam Road 22 L 236 473 0.600 31.3 LOS C 154 2.33 22.2 67 ' 22 T 30 473 0.600 31.3 LOS C 154 2.33 22.2 67 22 R 16 473 0.600 31.3 LOS C 154 2.33 22.2 67 Approach 284 473 0.600 31.3 LOS C 154 2.33 22.2 67 e SR 89 42 L 23 871 0.615 12.6 LOS B 172 1.74 30.0 93 42 T 498 871 0.615 12.6 LOS B 172 1.74 30.0 93 ' 42 R 14 871 0.615 12.6 LOS B 172 1.74 30.0 93 Approach 536 871 0.615 12.6 LOS 6 172 1.74 30.0 93 Alder Drive ' 12 L 13 654 0.459 14.7 LOS B 92 1.77 28.7 54 12 T 26 654 0.459 14.7 LOS B 92 1.77 28.7 54 II 12 R 259 654 0.459 14.7 LOS B 92 1.77 28.7 54 Approach 300 654 0.459 14.7 LOS B 92 1.77 28.7 54 All 2487 3821 0.750 12.4 LOS B 280 1.39 29.6 446 Vehicles F: \Grays Crossing EIR \SIDRA \89 Alder 23 NTD wkday I1 Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 Akcelik & Associates Pty Ltd Generated 5/15/2003 5:42:13 PM 1 1 file: / /C:\ Documents% 20and% 20Settings \becky\Local %20Settings \Temp \ %2014EDEFA.H... 5/15/2003 1 Movement Summary Page 1 of 1 I 2 Movement Summary 0 isassociates 1 aaTraffic SIDRA SR 89 / Alder Drive I Roundabout _ Vehicle Movements 1 Deg of Aver 95% Aver Oper Dem Flow Cap Satn Delay Level of Back of Eff. Stop ' Mov No Turn Speed Cost (veh /h) (veh /h) (v /c) (sec) Service Queue Rate (mi /h) ( § /h) 5R 89 I 32 L 215 1757 0.594 8.0 LOS A 151 1.03 32.1 178 32 T 525 1757 0.594 8.0 LOS A 151 1.03 32.1 178 32 R 304 1757 0.594 8.0 LOS A 151 1.03 32.1 178 1 Approach 1044 1757 0.594 8.0 LOS A 151 1.03 32.1 178 Prosser Dam Road I 22 L 273 685 0.486 20.1 LOS C 110 1.90 1.90 26.4 68 22 T 30 685 0.486 20.1 LOS C 110 26.4 68 22 R 29 685 0.486 20.1 LOS C 110 1.90 26.4 68 ' Approach 333 685 0.486 20.1 LOS C 110 1.90 26.4 68 SR89 42 L 30 902 0.671 13.2 LOS B 208 1.79 29.6 107 I 42 T 558 902 0.671 13.2 LOS B 208 1.79 29.6 107 42 R 16 902 0.671 13.2 LOS B 208 1.79 29.6 107 Approach 605 902 0.671 13.2 LOS B 208 1.79 29.6 107 I Alder Drive 12 L 30 569 0.492 17.7 LOS B 102 1.94 27.2 53 I 12 T 29 569 0.492 17.7 LOS B 102 1.94 27.2 53 12 R 220 569 0.492 17.7 LOS B 102 1.94 27.2 53 Approach 280 569 0.492 17.7 LOS B 102 1.94 27.2 53 I All 2262 3913 0.671 12.4 LOS B 208 1.47 29.8 405 Vehicles 1 F: \Grays Crossing EIR \SIDRA \89 Alder 23 NTD wkend Produced by aaSIDRA 2.0.1.206 I Copyright@ 2000 -2002 Akcelik & Associates Ptv Ltd Generated 5/15/2003 5:43:54 PM 1 1 1 fi1el/ C9 llnenments"/ n20and% 20Settinvs \herkv \T.nraWn2(lSettines \Temp \ %201506A46_H___ 5/15/2003 Movement Summary Page 1 of 1 - - - -- - - - - -- - - - - - -- - Movement Summary Oas aaTraffic SIDRA SR 89 / Alder Drive Roundabout Vehicle Movements 1 Deg of Aver 95% Aver Oper 1 Dem Flow Cap Level of Back of Eff. Stop Mov No Turn Satn Delay Speed Cost (veh /h) (veh/h) (v /c) (sec) Service Q( )e Rate (mi /h) ($ /h) 1 ft SR 89 32 L 273 1814 0.728 8.0 LOS A 255 0.99 32.0 224 ' 32 T 721 1814 0.728 8.0 LOS A 255 0.99 32.0 224 32 R 327 1814 0.728 8.0 LOS A 255 0.99 32.0 224 Approach 1320 1814 0.728 8.0 LOS A 255 0.99 32.0 224 1 Prosser Dam Road 22 L 238 510 0.561 27.8 LOS C 138 2.23 23.3 64 II 22 T 30 510 0.561 27.8 LOS C 138 2.23 23.3 64 22 R 16 510 0.561 27.8 LOS C 138 2.23 23.3 64 Approach 286 510 0.561 27.8 LOS C 138 2.23 23.3 64 SR 89 42 L 28 875 0.619 12.7 LOS B 174 1.74 30.0 94 42 T 498 875 0.619 12.7 LOS B 174 1.74 30.0 94 42 R 14 875 0.619 12.7 LOS B 174 1.74 30.0 94 Approach 542 875 0.619 12.7 LOS B 174 1.74 29.9 94 Alder Drive 1 12 L 13 648 0.463 14.9 LOS B 94 1.79 28.6 54 12 T 26 648 0.463 14.9 LOS B 94 1.79 28.6 54 , 12 R 259 648 0.463 14.9 LOS B 94 1.79 28.6 54 Approach 300 648 0.463 14.9 LOS B 94 1.79 28.6 54 All 2448 3847 0.728 12.2 LOS B 255 1.40 29.8 438 1 Vehicles F: \Grays Crossing EIR \SIDRA \89 Alder 23 WTD wkday 11 Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 Akcelik & Associates Pty Ltd Generated 5/15/2003 5:48:24 PM 1 1 1 file: / /C:\ Documents% 20and% 20Settings \becky\Local %20Settings \Temp \ %2015488AE.H... 5/15/2003 I Movement Summary Page 1 of 1 1 3 Movement Summary 0 akceGk a associates I aaTraffic SIDRA SR 89 / Alder Drive Roundabout 1 Vehicle Movements 1 Deg of Aver 95% Oper Dem Flow Cap - Level of Back of Eff. Stop Mov No Turn 1 ( veh h Satn Delay Speed Cost / ) (veh /h) (v /c) (sec) Service Queue Rate (mi /h) ( ; /h) SR 89 I 32 L 215 1730 0.586 8.2 LOS A LOS A 146 1.05 32.0 32.0 173 32 T 487 1730 0.586 8.2 146 1.05 173 32 R 312 1730 0.586 8.2 LOS A 146 1.05 32.0 173 I Approach 1014 1730 0.586 8.2 LOS A 146 1.05 32.0 173 Prosser Dam Road 22 L 275 712 0.472 19.2 LOS B 104 1.84 26.8 68 I 22 T 30 712 0.472 19.2 LOS B 104 1.84 26.8 68 22 R 29 712 0.472 19.2 LOS B 104 1.84 26.8 68 Approach 336 712 0.472 19.2 LOS B 104 1.84 26.8 68 . I SR 89 42 L 30 902 0.683 13.6 LOS B 218 1.82 29.4 109 I 42 T 568 902 0.683 13.6 LOS B 218 1.82 29.4 109 42 R 16 902 0.683 13.6 LOS B 218 1.82 29.4 109 Approach 616 902 0.683 13.6 LOS B 218 1.82 29.4 109 I Alder Drive 12 L 30 557 0.531 19.0 LOS B 117 2.02 26.6 57 I 12 T 40 557 0.531 19.0 LOS B 117 2.02 26.6 57 12 R 225 557 0.531 19.0 LOS B 117 2.02 26.6 57 Approach 296 557 0.531 19.0 LOS B 117 2.02 26.6 57 1 All Vehicles 2262 3902 0.683 12.7 105 B 218 1.50 29.6 407 1 F: \Grays Crossing EIR \SIDRA \89 Alder 23 WTD wkend Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 I Akcelik & Associates Pty Ltd Generated 5/15/2003 5:49:41 PM 1 1 1 file: /(C:\ Documents% 20and% 20Settings \becky\Local %20Settings \Temp \ %20155B62B.11... 5/15/2003 1 SR 89 / Donner Pass Road / Site Access 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I movement summary Page 1 of 1 1 Movement Summary Z ceiik k associates I aaTraffic SIDRA SR 89 / Donner Pass Road Roundabout 1 Vehicle Movements ' Deg of Aver 950 Aver Oper Dem Flow Cap Satn Delay Level of Back of Eff. Stop Mov No Turn Speed Cost ' (veh /h) (veh /h) (v /c) (sec) service Q( Rate (mi /h) ($ /h) SR 89 I 32 L 447 644 0.694 19.7 LOS B 192 1.99 26.9 94 31 T 676 973 0.695 11.4 LOS B 192 1.84 30.8 114 33 R 112 160 0.694 13.9 LOS B 184 1.94 29.2 20 I Approach 1234 1777 0.695 14.6 LOS B 192 1.90 29.0 227 Access 22 L 113 264 0.591 39.1 LOS D 94 2.31 20.1 40 I 22 T 24 264 0.591 39.1 LOS D 94 231 20.1 40 22 R 18 264 0.591 39.1 LOS D 94 2.31 20.1 40 Approach 156 264 0.591 39.1 LOS D 94 2.31 20.1 40 1 SR 89 42 L 13 29 0.448 16.8 LOS B 79 1.65 28.3 3 I 41 T 367 830 0.442 7.7 LOS A 79 1.37 32.6 58 43 R 475 1006 0.471 9.5 LOS A 89 1.44 31.5 79 Approach 854 1866 0.471 8.8 LOS A 89 1.41 31.9 140 1 Donner Pass Road 12 L 631 1116 0.565 16.4 LOS B 127 1.63 28.5 125 11 T 38 135 0.281 7.3 LOS A 42 1.27 33.0 6 13 R 168 598 0.281 9.5 LOS A 42 1.40 31.9 28 Approach 837 1849 0.566 14.6 LOS B 127 1.56 29.2 159 1 All Vehicles 3081 5756 0.695 14.2 LOS B 192 1.70 29.1 566 F: \Grays Crossing EIR \SIDRA \89DPR23 NTD WKDAY Produced by aaSIDRA 2.0.1.206 Copyright© 2000-2002 ' Akcelik & Associates Pty Ltd Generated 5/15/2003 5:45:08 PM 1 1 ' file: / /C:\ Documents% 20and% 20Settings \becky\Local %20Settings \Temp \ %201518A58.H... 5/15/2003 Movement Summary Page 1 of 1 z kcelik Movement Summary &as50Glates aaTrafc SIDRA , SR 89 / Donner Pass Road Roundabout Vehicle Movements 1 Deg of Aver 95% A Oper 1 An Dem Flow Cap Level of Back of Eff. Stop Mov No Turn Satn Delay Speed Cost (veh /h) (veh /h) (v /c) (sec) service Q( ue Rate (mi /h) ( ; /h) 1 ft SR 89 32 L 342 693 0.494 14.9 LOS B 84 1.53 28.9 67 ' 31 T 605 1226 0.493 6.2 LOS A 85 1.10 33.1 95 33 R 126 257 0.494 8.5 LOS A 85 1.38 31.9 21 Approach 1074 2176 0.494 9.2 LOS A 85 1.27 31.5 184 ' Access 22 L 135 498 0.367 193 LOS B 54 1.88 26.8 37 ' 22 T 28 498 0.367 19.5 LOS 6 54 1.88 26.8 37 22 R 18 498 0.367 19.5 LOS B 54 1.88 26.8 37 Approach 183 498 0.367 19.5 LOS 13 54 1.88 26.8 37 SR 89 42 L 13 26 0.500 16.4 LOS 6 96 1.63 28.4 3 41 T 460 936 0.491 7.3 LOS A 96 1.33 32.7 73 43 R 544 1107 0.491 8.9 LOS A 96 1.38 31.7 90 Approach 1017 2069 0.491 8.3 LOS A 96 1.36 32.1 166 Donner Pass Road 1 12 L 388 999 0.389 16.1 LOS B 69 1.59 28.6 77 11 T 43 149 0.289 7.4 LOS A 46 1.31 32.9 7 ' 13 R 189 658 0.289 9.6 LOS A 46 1.43 31.7 32 Approach 622 1805 0.389 13.5 LOS B 69 1.52 29.7 115 All 2896 6548 0.500 10.5 LOS B 96 1.39 30.9 502 1 Vehicles F: \Grays Crossing EIR \SIDRA \89DPR23 NTD WKEND 1 Produced by aaSIDRA 2.0.1.206 Copyright() 2000 -2002 , Akcelik BE Associates Pty Ltd Generated 5/15/2003 5:46:41 PM 1 1 1 file: / /C :\ Documents% 20and% 20Settings \becky\Local %20Settings \Temp \ %20152F78E.HT... 5/15/2003 1 Movement Summary Page 1 of 1 1 2 Movement Summary 0 @kcal( associates 1 aaTraffic SlDRA SR 89 / Donner Pass Road Roundabout ' Vehicle Movements 1 Deg of Aver 950 Aver Oper Mov No Turn Dem Flow Cap Satn Delay Level of Back of Eff. Stop Speed Cost ' (veh /h) (veh /h) (v /c) (sec) Service Queue Rate (mi /h) ($ /h) SR 89 32 L 489 712 0.688 19.7 LOS B 186 1.99 26.9 102 31 T 624 907 0.688 11.4 LOS B 186 1.85 30.7 105 33 P. 98 142 0.690 13.8 LOS B 178 1.95 29.2 18 1 Approach 1212 1761 0.688 14.9 LOS B 186 1.91 28.9 225 Access I 22 L 98 268 0.575 37.2 LOS D 91 2.28 20.6 38 22 T 37 268 0.575 37.2 LOS D 91 2.28 20.6 38 22 R 18 268 0.575 37.2 LOS D 91 2.28 20.6 38 I Approach 154 268 0.575 37.2 LOS D 91 2.28 20.6 38 SR 89 42 L 13 29 0.448 17.4 LOS B 84 1.71 28.0 3 ' 41 T 359 787 0.456 8.3 LOS A 84 1.45 32.5 57 43 R 484 964 0.503 10.3 LOS B 103 1.53 31.4 81 Approach 857 1780 0.503 9.6 LOS A 103 1.50 31.8 141 Donner Pass Road 12 L 636 1137 0.559 16.0 LOS B 121 1.59 28.7 126 Il 11 T 49 157 0.312 6:9 LOS A 48 1.22 33.1 8 13 R 200 640 0.312 9.1 LOS A 48 1.37 31.9 33 Approach 885 1934 0.559 14.0 105 B 121 1.52 29.5 166 All 3108 5743 0.690 14.3 105 B 186 1.71 29.2 570 Vehicles ' F: \Grays Crossing EIR \SIDRA \890PR23 WTD WKDAY Produced by aaSIDRA 2.0.1.206 I Copyright@ 2000 -2002 Akcelik & Associates Pt v Ltd Generated 5/15/2003 5:50:52 PM I 1 1 file: / /C:\ Documents% 20and% 20Settinvs \beckv\Local %20Settines \Temn \° /2O1 5FCC7F _4 - 5 /15/7Ml Movement Summary Page 1 of 1 1 © 2Lates 1 Movement Summary aaTraffic SIDRA 1 SR 89 / Donner Pass Road Roundabout Vehicle Movements 1 Deg of Aver 95 °/0 Aver Oper 1 Mov No Turn Dem Flow Cap Satn Delay Level of Back of Eff. Stop Speed Cost (veh /h) (veh /h) (v /c) (sec) Service Queue Rate (mi /h) ($ /h) 1 SR 89 32 L 384 774 0.497 15.0 LOS B 85 1.54 28.9 76 1 31 T 577 1160 0.497 6.3 LOS A 86 1.12 33.1 91 33 R 109 219 0.498 8.6 LOS A 86 1.40 31.9 18 Approach 1071 2154 0.497 9.6 1.05 A 86 1.30 31.3 185 1 Access 22 L 119 495 0.364 18.8 LOS B 53 1.87 27.1 36 22 T 42 495 0.364 18.8 LOS B 53 1.87 27.1 36 22 R 18 495 0.364 18.8 LOS B 53 1.87 27.1 36 Approach 180 495 0.364 18.8 LOS B 53 1.87 27.1 36 SR 89 42 L 13 25 0.520 17.2 LOS B 108 1.70 28.1 3 41 T 461 896 0.515 8.1 LOS A 108 1.43 32.6 73 1 43 R 565 1073 0.527 9.7 LOS A 114 1.47 31.5 94 Approach 1039 1994 0.527 9.1 LOS A 114 1.46 31.9 170 Donner Pass Road 1 12 L 387 997 0.389 16.1 LOS B 70 1.58 28.6 77 11 T 58 174 0.333 7.4 LOS A 55 1.31 32.8 9 13 R 221 664 0.333 9.6 LOS A 55 1.43 31.7 37 Approach 667 1836 0.389 13.2 LOS 8 70 1.51 29.8 123 All 2957 6478 0.527 10.8 LOS 13 114 1.44 30.8 513 1 Vehicles F: \Grays Crossing EIR \SIDRA \89DPR23 WTD WKEND S Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 1 Akcelik & Associates Pty Ltd Generated 5/15/2003 5:52:00 PM 1 1 1 file: / /C:\ Documents %20and %20S ettings \becky\Local %20Settings \Temp \ %20157D4C9.H... 5/15/2003 1 1 Prosser Dam Road Acesses 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Movement Summary Page 1 of 1 1 2 Movement Summary a Selikcla {ts aaTraffic SIDRA , SR 89 / Donner Pass Road Roundabout Vehicle Movements 1 Deg of Aver 95 °7o Aver Oper Mov No Turn Dem Flow Cap Level of Back of Eff. Stop (veh /h) (veh /h) Satn Delay Service Queue Rate Speed Cost (v /c) (sec) (ft) (mi /h) ($ /h) ' SR 89 32 L 221 619 0.357 14.8 LOS B 56 1.52 28.9 44 ' 31 T 423 1184 0.357 6.0 LOS A 56 1.05 33.3 67 33 R 112 311 0.357 8.3 LOS A 55 1.33 32.1 18 Approach 755 2114 0.357 8.9 LOS A 56 1.23 31.7 128 Access 22 L 113 616 0.253 16.4 LOS B 36 1.74 28.3 30 22 T 24 616 0.253 16.4 LOS B 36 1.74 28.3 30 22 R 18 616 0.253 16.4 LOS B 36 1.74 28.3 30 Approach 156 616 0.253 16.4 LOS B 36 1.74 28.3 30 SR 89 1 42 L 13 41 0.317 14.7 LOS B 51 1.47 29.0 3 41 T 352 1115 0.316 5.6 LOS A 53 0.99 33.6 55 ' 43 R 369 1169 0.316 7.6 LOS A 53 1.18 32.3 61 Approach 734 2325 0.316 6.8 LOS A 53 1.10 32.8 119 Donner Pass Road , 12 L 420 1138 0.369 15.0 LOS B 62 1.52 28.9 83 11 T 38 191 0.199 6.5 LOS A 28 1.15 33.3 6 13 R 121 609 0.199 8.7 LOS A 28 1.32 32.1 20 Approach 579 1938 0.369 13.1 LOS B 62 1.45 29.7 109 All 2224 6993 0.369 9.8 LOS A 62 1.28 31.2 386 Vehicles F: \Grays Crossing EIR \SIDRA \89DPR05 1 Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 Akcelik at Associates Pty Ltd Generated 5/15/2003 5:32:28 PM 1 1 file: / /C:\ Documents %20and %20Settings \becky \Local %20Settings \Temp \ %20145F34E.HT... 5/15/2003 I I Movement Summary Page 1 of 1 1 Movement Summary z kcelik >isclmtes I aaTraffic SlDRA SR 89 / Donner Pass Road Roundabout Vehicle Movements ' Deg of Aver 95% Aver Oper Dem Flow Cap Level of Back of Eff. Stop Mov No Turn Satn Delay Speed Cost (veh /h) (veh /h) (v /c) (sec) service (ft) Rate (mi /h) ($ /h) SR 89 I 32 L 199 666 0.299 14.0 LOS B 44 1.42 29.2 39 31 T 394 1320 0.298 5.1 LOS A 44 0.89 33.9 61 33 R 126 425 0.299 7.4 LOS A 43 1.17 32.5 21 Approach 720 2411 0.299 7.9 LOS A 44 1.09 32.2 121 Access 22 L 136 733 0.251 14.9 LOS B 36 1.64 29.1 35 I 22 T 28 733 0.251 14.9 LOS B 36 1.64 29.1 35 22 R 18 733 0.251 14.9 LOS B 36 1.64 29.1 35 Approach 164 733 0.251 14.9 LOS B 36 1.64 29.1 35 1 SR 89 , 42 L 13 36 0.361 14.8 LOS B 62 1.48 29.0 3 I 41 T 449 1231 0.365 5.7 LOS A 64 1.01 33.5. 71 43 R 393 1077 0.365 7.7 LOS A 64 1.20 32.3 65 Approach 855 2343 0.365 6.8 LOS A 64 1.10 32.8 138 1 Donner Pass Road 12 L 254 1040 0.244 15.3 LOS B 37 1.54 28.9 50 11 T 43 210 0.205 6.6 LOS A 30 1.17 33.2 7 ' 13 R 136 663 0.205 8.8 LOS A 30 1.35 32.0 23 Approach 433 1913 0.244 12.4 LOS 6 37 1.44 30.1 79 1 All Vehicles 2192 7400 0.365 8.9 LOS A 64 1.21 31.7 374 I F: \Grays Crossing EIR \SIDRA \89DPR05 WKEND Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 ' Akcelik & Associates Pty Ltd Generated 5/16/2003 8:56:28 AM 1 1 I file: / /C:\ Documents %20and %20Settings \becicy \Local %20Settings \Temp \ %20 %204F729E.... 5/16/2003 tviovement aummary rage 1 01 1 0 1 z akGt<lik Movement Summary & associates 1 aaTraffic SIDRA Prosser Dam Road Roundabouts - Worst Case Roundabout Vehicle Movements 1 Deg of Aver 950 Aver Oper 1 Mov No Turn Dem Flow Cap Satn Delay Level of Back of Eff. Stop Speed Cost (veh /h) (veh /h) (v /c) (sec) Service Qu Rate (mi /h) ($ /h) ft South Approach 32 L 116 1136 0.101 14.2 LOS B 14. 1.41 29.2 22 ' 33 R 121 1218 0.099 7.6 LOS A 14 1.11 32.4 20 Approach 236 2354 0.101 10.8 LOS B 14 1.25 30.7 43 Prosser Dam Road 1 22 L 19 1406 0.141 7.1 LOS A 23 1.00 32.8 33 22 T 178 1406 0.141 7.1 LOS A 23 1.00 32.8 33 Approach 198 1406 0.141 7.1 LOS A 23 1.00 32.8 33 Prosser Dam Road 12 T 283 1423 0.199 5.2 LOS A 33 0.82 34.8 45 e 13 R 102 513 0.199 7.8 LOS A 33 1.11 32.8 17 Approach 385 1936 0.199 5.9 LOS A 33 0.90 34.2 62 All 819 5695 0.199 7.6 LOS A 33 1.03 32.8 137 1 Vehicles F: \Grays Crossing EIR \SIDRA \PDR23 Produced by aaSIDRA 2.0.1.206 Copyright© 2000 -2002 1 Akcelik & Associates Pty Ltd Generated 6/2/2003 9:10:04 AM 1 1 I 1 1 1 file: / /C:\ Documents %20and %20Settings \becky \Local %20Settings \Temp \ %a20 %20A2C 6/2/2003 1 Increased Development Alternative Intersection LOS Calculations 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INCREASED DEVELOPMENT ALTERNATIVE TRAFFIC ANALYSIS 1 METHODOLOGY Trip Generation The proposed Gray's Crossing development has been assigned to nine planning 1 areas. These nine planning areas are depicted in Figure 4.4 -3 in Section 4.4 Transportation and Circulation. The trip generation estimates for the Increased Development Alternative area broken down into the nine planning areas. This alternative consists of the following elements: • 418 single - family detached housing units 1 • 80 cottages • 112 apartments • 23 lofts • 120 multi - family housing units • 120 -room lodge • 34,800 square feet of specialty retail space • 4,100 square feet of office space • 16 fueling position gas station with convenience store 1 • 45,000 square -foot church • One 18 -hole golf course . • 31,000 square -foot fitness center located next to the golf course • 15,000 square -foot church • 7,200 square -foot community center The trip generation rates used to estimate the trip generation of this alternative 1 are the same used to estimate the proposed project's trip generation as described in Section 4.2.3. Tables 6.2 -A and 6.24 present of daily and P.M. peak -hour trip generation for the Increased Development Alternative for a typical weekday and weekend (Saturday) conditions, respectively. Table 6.2 -A (weekday condition) indicates the Increased Development 1 Alternative at full buildout is expected to generate 10,551 daily vehicle trips and 930 trips in the P.M. peak -hour with 504 trips entering and 426 trips exiting the site. Table 6.2 -B (weekend condition) indicates the modified development at full buildout is expected to generate 11,6331 daily vehicle trips and 1,069 trips in the P.M. peak -hour with 563 trips entering and 506 trips exiting the site. The trip generation resulting from the Increased Development Alternative is 5 to 7 percent higher than the proposed project. Trip Distribution 1 The same distribution pattern was applied to the Increased Development Alternative as was applied to the proposed project alternative, as described in 1 Section 4.2.3. The total 2005 plus project traffic - volumes may be found in the LOS calculation Traffix output contained in Appendix B. 1 1 1 2005 No Project and Plus Project LOS The LOS at the study intersections was calculated using the Traffix Software ' Package (Dowling, Inc., 2000), which is based upon the methodologies presented in the 2000 Highway Capacity Manual. The results of the weekday and weekend 2005 no project and plus project LOS analyses are presented in ' Tables 6.2 -C and 6.2 -D, respectively. An analysis of the roadway ADT and peak -hour volumes that would result after Phase 1 implementation to the Town of Truckee and Placer County peak -hour and ADT standards is shown in Table 6.2 -E. The 2005 plus project summer weekday and weekend mitigated LOS is shown in • Table 6.24, which include the same mitigation measures as were required under the proposed project alternative. 1 2023 No Project and Plus Project LOS ' The results of the 2023 no project and plus project LOS analyses are presented in Tables 6.2 -G through 6.2 -J. Detailed LOS calculations may be. found in Appendix B. An analysis of the ADT and peak -hour volumes that would result ' upon build out of the Increased Development Altemative are shown in Tables • 6.2 -K and 6.2 -L. The LOS that would result from the implementation of the Mitigation Measures Identified in Section 4.2.4 Under the Increased Development Alternative are Shown in Tables 6.2 -M through 6.2 -P. 1 1 • • 1 1 1 1 • 1 1 MN MS US sI= i• r NM Is ;I l s M I MN — IN, MN 1 ' Table 6.2 -A ' Gray's Crossing Weekday Trip Generation - Increased Development Alternative • Unadjusted Trip Total Project Generated Project Generated Averag Reduction In Project Generated I ITE Land Number Average Generation Rates Vehicle Trips Percent Pass -By Percent Trips External New Vehicle Trips Internal Trips Due Intemal Vehicle Trips PM Peak -Hour Average PM Peak -Hour Remaining PM Peak -Hour To Pedestrian Average PM Peak -Hour Land Use Use Code of Units Units Daily .. In I Out I Total Daily In I Out I Total , Trips Internal to the Site Daily In I Out I Total Access Daily In I Out I Total I Summer Weekday Planning Area 1 Single- Family Detached 210 120 DU 6.49 0.39 0.26 0.65 779 47 31 78 0% ' 15% 662 40 26 66 0% 117 7 5 12 I Cottage 210 80 DU 6.49 0.39 0.26 0.65 519 31 21 52 0% 15% 441 26 18 44 0% 78 5 3 8 Church 560 17.5 KSF 9.11 0.36 0.30 0.66 159 6 5 11 0% 14% 137 5 4 9 0% 22 1 1 2 Subtotal 1,457 84 57 141 1,240 71 48 119 Subtotal 217 13 9 22 - Planning Area 2 . I Single - Family Detached 210 137 DU 6.49 0.39 0.26 0.65 889 53 36 89 0% 15% 756 45 31 76 l0% 120 7 5 12 Planning Area 3 i • Single- Family Detached 210 . 58 DU 6.49 0.39 0.26 0.65 376 23 15 38 0% 15% 320 20 13 32 10% 51 3 2 5 ' Planning Area 4 . Single- Family Detached 210 32 DU 6.49 0.39 0.26 0.65. 208 12 8 20 0% 15% 177 10 7 17 10% 28 2 1 3 ' Planning Area 5 Golf Course 430 18 Hole 35.74 1.21 1.53 2/4 643 22 28 50 . 0% , 75% 161 6 7 13 0% i 482 17 21 38 . Fitness Center 493 5.0 - KSF 42.59 2.62 1.68 4.30 213 13 8 21 0% 75% 53 3 2 5 0% 160 10 6 16 I Subtotal 856 35 36 71 214 9 9 18 Subtotal 670 29 28 54 Planning Area 6 Single - Family Detached 210 42 DU 6.49 0.39 0.26 0.65 273 16 11 27 0% 15% 232 14 9 23 10% 37 2 1 4 Planning Area 7 Single - Family Detached 210 29 DU 6.49 039 0.26 0.65 188 11 8 19 0% 15% 160 9 7 16 10% 25 1 1 3 • Planning Area 8 ' Apartment 220 112 DU 6.63 0.42 0.20 0.62 743 47 22 69 0% 15% 632 40 19 59 10% 100 6 3 1 9 Lofts 220 23 DU - 6.63 0.42 0.20 0.62 152 10 5 15 0% 15% 129 9 4 13 10% 21 1 2 Specialty Retail 814 34.8 KSF 40.67 1.11 1.48 2.59 1,415 39 52 91 - 0% 14% 1,217 34 45 78 0% 198 5 7 13 Office • 710 4.1 - KSF 11.a1 025 124 149 45 i 1 5 6 0% - 14% 39 1 4 5 0% 6 0 1 ' Gas Station with Convenience Store Lodge 843 16 . FP 162.78 6.69 6.69 13.38 2,604 3.45 0.18 0.24 0.42 414 107 107 214 35% 14% 1,456 60 60 120 43 0% 365 15 15 4 30 330 120 Room 22 29 51 0% 15% 352 19 25 0% 62 3 8 Church 560 15.0 KSF 9.11 036 0.30 0.66 137 5 5 10 0% 14% 118 4 4 9 0% 19 1 1 I Community Center 495 7.2 KSF 22.88 ' 0.60 1.15 1.75 165 4 8 12 0% 75% 41 1 2 3 0% 124 3 6 9 I Subtotal 5,675 235 233 468 3,984 168 163 330 Subtotal 895 34 38 73 Planning Area 9 I Multi - Family 230 120 ; DU 5.24 029 0.18 0.47 629 35 22 57 0% 15% 535 30 19 48 10% 85 5 3 8 Total 10,551 504 426 930 7,618 376 306 679 Total 2.128 96 88 184 I Note: DU = dwelling unit, KSF -= 1,000 square feet of floor area, Hole = golf hole, FP = fueling positions . - - Shading indicates areas where changes were made. • • • 111111 UM ® OM - OM MI MI a MI SIN IMO NM NM IMII MN MI NM • 1 1 Table 6.24 1 Gray's Crossing Saturday Generation - Increased Development Alternative Unadjusted Trip Total Project Generated Project Generated Reduction In Project Generated I ITE Generation Rotes Vehicle Trips Percent percent Trips External New Vehicle Trips Internal Trips Due Internal Vehicle Trips Land Number Average PM Peak -Hour Average PM Peak -Hour Pass -By Remaining Average PM Peak -Hour To Pedestrian Average PM Peak -Hour Land Use Use Code_ of Units Units Daily In Out Total Daily In �_ Out Total Trips Internet to the Site Daily In 1 Out � Total Access Daily In � Out � Total 1 Summer Weekend - Saturday Planning Area 1 Single- Family Detached 210 120 DU 6.65 035 032 0.67 798 42 38 80 0% 15% 678 36 32 68 0% 120 6 6 12 . I Cottage - 210 80 DU 6.65 0.35 0.32 0.67 532 28 26 54 0% 15% 452 24 22 46 0% 80 4 4 8 Church 560 17.5 KSF 9.70 2.41 0.84 3.25 170' 42 15 57 0% 14% 146 36 13 49 0% 24 6 2 8 Subtotal 1,500 112 79 191 1.276 96 67 163 Subtotal 224 16 12 28 Planning Area 2 - 1 Single - Family Detached 210 137 DU 6.65 0.35 0.32 0.67 911 48 44 92 0% 15% 774 41 37 78 10% 123 6 6 12 • Planning Area 3 , - Single - Family Detached 210 58 DU 6.65 035 032 0.67 386 20 19 39 0% 15% 328 17 16 33 10% 52 3 3 5 I Planning Area 4 Single - Family Detached 210 32 DU 6.65 035 0.32 0.67 213 11 10 21 0% 15% 181 9 9 18 10% 29 1 1 3 I Planning Area 5 • Golf Course 430 18 Hole 39.53 134 1.69 3.03 712 24 30 54 0% 75% 178 6 8 14 0% 534 18 23 41 . Fitness Center 493 5.0 KSF 60.90 1.89 1.21 3.10 305 9 6 15 0% 75% 76 2 2 4 0% 229 7 5 11 I Subtotal 1,017 33 36 69 254 8 10 18 Subtotal 792 26 29 52 Planning Area 6 Single - Family Detached 210 42 DU 6.65 0.35 0.32 0.67 279 15 13 28 0% 15% 237 13 11 24 10% 38 2 2 4 I Planning Area 7 - Single - Family Detached 210 29 DU 6.65 035 032 0.67 193 10 9 19 0% 15% 164 9 8 16 10% 26 1 1 3 • Planning Area 8 ' Apartment 220 112 DU 6.39 0.32 0.16 0.48 716 36 18 54 0% 15% 609 31 15 46 10% 97 5 2 7 Lofts 220 23 DU 639 0.32 0.7 0.48 147 7 4 11 0% 15% 125 6 3 9 10% 20 1 1 1 Specialty Retail 814 34.8 KSF 42.04 1.14 1.44 2.58 1,463 40 50 90 0% 14% 1,258 34 43 77 0% 205 6 7 13 Office • 710 - 4.1 KSF 237 0.22 0.19 0:41 10 1 1 2 0% 14% 9 i 1 2 0% i , 0 0 0 I Gas Station with Convenience Store 845 16.0 FP 162.78 6.69 6.69 13.38 2,604 107 107 214 35% 14% 1,456 60 60 120 0% 365 15 8 15 30 Lodge 330 120 Room 11.51 0.45 0.60 1.05 1,381 54 72 126 0% 15% 1,174 46 61 107 0% 207 11 19 • Church 560 15.0 KSF 9/0 2.41 0.84 3.25 146 36 13 49 0% 14% 126 31 11 42 0% 20 5 2 7 1 Community Center 495 7.2 KSF 9.10 0.61 0.64 1.25 66 4 5 9 0% 75% 17 1 1 2 0% 50 3 4 7 Subtotal 6,533 285 270 555 4,774 210 195 405 Subtotal 965 43 42 84 Planning Area 9 - 1 Multi- Family 230 120 , DU 5.01 0.24 0.22 0.46 601 29 26 55 0% 15% 511 25 22 47 10% 81 4 4 7 Total 11,633 563 506 1,069 8,499 428 375 802 Total 2.330 102 100 198 1 Note: DU = dwelling unit, KSF '= 1,000 square feet of floor area, Hole = golf hole, FP = fueling positions • 1 . • 1 1 . o 111111 a s = MN IS 1111111 SI MO NS M 10 INN NM le r 1 1 TABLE 6.2 -C 2005 No PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS z , 2005 Bockgrou C.P,1 1 r „ ,r 2005 Bockground>TraHic = in ersectTon;Locationz� <v� . ,. ,typ ,,. . . �,i N1,Peak -Hour ; PMPeak, o ur : 1 SR 19j,3‘ a Dr. Unsignalized a) Southbound Left-Turn Two-Way stop A A 1 b) Westbound Approach 8 8 Average Intersection Delay (sec. /veh.) 4.1 4.3 Entire Intersection A A 1 SR 89 & Prosser Dam Rd. and Alder Dr. Unsignalized a) Northbound Left-Turn Two -Way stop A A 1 b) Eastbound Approach B D c) Westbound Approach F F Average Intersection Delay (sec. /veh.) 11.7 240.0 1 Entire Intersection B F Alder Dr. & Thayer Dr. Unsignalized 1 a) Northbound Approach Two -Way stop A A b) Southbound Approach C c) Eastbound Approach — A 1 d) Westbound Approach A A Average Intersection Delay (sec. /veh.) 6.9 8.7 Entire Intersection A A 1 Prosser Dam Rd. & Road Unsignalized a) Northbound Approach Two -Way stop — 8 1 b) Westbound Leff-Turn — A Average Intersection Delay (sec. /veh.) 2.7 Entire Intersection — A I Prosser Darn Rd. & Road 8 Unsignalized a) Northbound Approach Two -Way stop — 8 1 b) Westbound Left -Turn — A Average Intersection Delay (sec. /veh.) 0.3 Entire Intersection — A 1 Prosser Dam Rd. & Road C Unsignalized a) Northbound Approach Two -Way stop — B 1 b) Southbound Approach — A c) Eastbound Left -Turn — A d) Westbound Left -Turn — A 1 Average Intersection Delay (sec. /veh.) — 2.0 Entire Intersection — A 1 _Prosser Darn Rd. & Road D Unsignalized — a) Southbound Approach Two-Way stop A 1 1 TABLE 6.2 —C 2005 NO PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS I e - 0 05 8ackgro d 't s a " • X 2005 ac •ro nd r iti r SRe - Generate 7r c Y m om'• ° le Sery ce trey of enrtee r. ntersectlon: atlon a• eat Control'' P Peak Nou : ,.. '.PfA teak -H uo r a di b) Eastbound Left -Turn — A Average Intersection Delay (sec. /veh.) — 0.5 Entire Intersection — A Prosser Dam Rd. & East Alder Creek Rd. Unsignalized ' a) Southbound Approach Two -Way stop — B b) Southbound Approach A A ' c) Eastbound Leff -Tum - A A Average Intersection Delay (sec. /veh.) 6.5 6.5 Entire Intersection A A ' SR 89 North & Donner Pass Rd. Unsignalized a) Northbound Left -Turn Two-Way stop A A ' b) Eastbound Approach F F Average Intersection Delay (sec. /veh.) 51.8 569.4 Entire Intersection F F ' SR 267 & 1-80 Westbound Off/On Ramo Signalized Average Intersection Delay (sec. /veh.) 22.2 32.4 e Entire Intersection C C SR 267 &I-80 Eastbound Off /On Ramp Signalized , Average Intersection Delay (sec. /veh.) 21.3 49.8 Entire Intersection C D SR 267 & Brockway Signalized , Average Intersection Delay (sec. /veh.) 35.4 53.9 Entire Intersection D D SR 267 & Schaffer Mill Rd. Signalized Average Intersection Delay (sec. /veh.) 16.2 34.0 1 Entire Intersection B C SR 267 & Northstar Dr. Unsignalized e a) Northbound Left-Turn Two-Way stop A B c) Eastbound Approach F F Average Intersection Delay (sec. /veh.) 19.8 32.3 ' Entire Intersection C D Donner Pass Rd. & Pioneer Trail Unsignalized A a) Northbound Left -Tum Two -Way stop A A b) Eastbound Leff -Turn E F c) Eastbound Right-Turn B B ' Average Intersection Delay (sec. /veh.) 10.4 17.3 1 TABLE 6.2 -C 2005 No PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS zPeak Hoo 1 I q A + . r + c grc n f �' ∎ 2005 a .,,, - , ound.Plus• , 5 ::. & �' 005 Backgro nd raffle ; S G neratedrtraffiic, x - ���� " ' � evel of Servle e ar s ,�.. ec on. aca k.. on - P e ak a Hour stlom � '� 7y}i � �.EM..P,e H o �;:�; .,.. � , 1' , r rintei ' + .- ' Entire Intersection 8 8 Donner Pass Rd. & 1 -80 Westbound On Ramp Unsignalized I a) Northbound Left -Turn Two -Way stop A A Average Intersection Delay (sec. /veh.) 1.5 1.4 Entire Intersection A A I Donner Pass Rd. &I-80 Eastbound Off Ramp Unsignalized a) Eastbound Approach Two-Way stop C C I Average Intersection Delay (sec. /veh.) - 4.2 4.6 Entire Intersection A A I Donner Pass Rd. & Gle shire Rd. Unsignalized a) Northbound Left-Turn Unsignalized stop F F b) Northbound Right -Tum 8 8 I c) Westbound Left-Turn A A _ Average Intersection Delay (sec. /veh.) 28.9 45.6 Entire Intersection D E - 1 Donner Pass Rd, & BridgaSj_ Unsignalized a) Northbound Left-Turn Two-Way stop A A I b) Southbound Left -Turn A A c) Eastbound Approach F F d) Westbound Approach F F I Average Intersection Delay (sec./veh.) 128.2 144.0 Entire Intersection F F I Bridge St. & West River St. Unsignafized a) Northbound Left -Tum Two -Way stop A A b) Southbound Left-Turn A A c) Eastbound Approach E E d) Westbound Approach C C Average Intersection Delay (sec. /veh.) 10.6 12.8 ' Entire Intersection 8 8 Note 1: The Bridge Street /Donner Pass Road intersection was analyzed as a two -way stop-controlled I intersection as the HCM does not provide methodologies for analyzing it as a three -way stop-controlled intersection. Note 2: Bold text indicates LOS threshold is exceeded. 1 1 1 TABLE 6.2 -D 1 2005 SUMMER WEEKEND No PROJECT AND PLUS INCREASED DEVELOPMENT ALTERNATIVE LOS ., i , . `� r. .. $ rpund us ` •r o undr7raftle SH : G eoe r a t e d:T i afflc 1 � - Int c Io' Lev, fd , /fate L, ,1 of S ce tersecloYtC•caflaot Mn onhdl �PMP,,ak_Hour PNt €P,eakHOUr ° _ II SR 89 & Rainbow Dr. Unsignalized a) Southbound Leff -Turn Two -Way stop A A ' b) Westbound Approach C C Average Intersection Delay (sec. /veh.) 5.3 5.5 Entire Intersection A A 1 SR 89 & Prosser Dam Rd. Unsignalized a) Northbound Left-Turn Two -Way stop A A ' b) Southbound Left -Turn A A c) Eastbound Approach B D d) Westbound Approach D F Average Intersection Delay (sec. /veh.) 11.0 248.0 Entire Intersection B F SR 89 North & Donner Pass Rd. Unsignalized ' a) Northbound Left-Turn Two -Way stop A B b) Southbound Left-Turn — A e c) Eastbound Approach F F d) Westbound Approach — F Average Intersection Delay (sec. /veh.) 6.9 381.4 1 Entire Intersection A F SR 267 & 1 -80 Westbound Off /On Ramp Signalized ' Average Intersection Delay (sec. /veh.) 22.2 32.2 Entire Intersection C C SR 267 & 1-80 Eastbound Off /On Ramp Signalized Average Intersection Delay (sec./yeti.) 20.9 51.1 Entire Intersection C C . 1 Donner Pass Rd. & Pioneer Trail Unsignalized a) Northbound Left -Tum Two -Way stop A A b) Eastbound Leff -Turn D F • c) Eastbound Right -Turn B B Average Intersection Delay (sec. /veh.) 6.6 9.5 1 Entire Intersection A A Donner Pass Rd. & 1 -80 Westbound On Ramp - Unsignalized 1 a) Northbound Left-Turn Two -Way stop A A Average Intersection Delay (sec. /veh.) 1.4 1.2 Entire Intersection A A , 1 1 1 TABLE 6.2 -D 2005 SUMMER WEEKEND NO PROJECT AND PLUS INCREASED DEVELOPMENT ALTERNATI LO$ 2005 ?Background VE Phi's y 1 2005 Back to • roundrTraffic It e- enerated Tragic, , " nterseetiom level 1 ervice . Levef Service tersecton'ocotton.- :Corifrol _ pm Bea Hour: k,r,P 1' k- our ... Donner Pass Rd. & 1 -80 Eastbound Off Ramp Unsignalized a) Eastbound Approach Two -Way stop B C Average Intersection Delay (sec. /veh.) 4.6 6.7 Entire Intersection A A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • • • Table 6.2 -E • 2005 Plus Increased Development Alternative Weekday ADT and Peak -Hour Peak - Direction Volumes • Placer County/Town of Truckee No Project Project- Generated Plus Protect Threshold I Peak -Hour Peak- Peak -Hour Peak- Peak -Hour Peak- Peak -Hour Peak - Direction Direction Direction Direction ROADWAY LINK ADT Volume ADT Volume ADT Volume ADT VolumeI SR 89 -1 -80 to Donner Pass Road 6,754 646 5,803 252 12,557 898 NA 1,891 SR 89 - Donner Pass Road to Alder Drive 9,265 1,025 4,788 243 14,053' 1.268 NA 1.891 SR 89 - Alder Drive to Rainbow Drive 5,947 42 520 23 6,467 65 NA 1,891 SR 89 - Rainbow Drive to Alder Creek Road 4,628 32 264 13 4,892 45 NA 1,891 SR 267 -1 -80 to Brockway Road 12,585 305 1,790 90 14,375 395 NA 1,891 SR 267 - Brockway Road to Airport Road 13,776 251 1,267 64 15,043 315 25,000 NA SR 267 - Airport Road to Northstar Drive 12,538 196 915 46 13,453 242 25,000 NA SR 267 - Northstar Drive to Brockway Summit 8,976 152 700 35 9,676 187 16,200 NA Badge Street - Donner Pass Rood to West River Street 10,413 76 440 23 10,853 99 NA 1,891 Brockway Road Immediately South of West River Street 8,749 54 306 16 9,055 70 NA 1,891 Brockway Road Immediately West of SR 267 8,234 54 523 26 8,757 80 NA 1,891 , Donner Pass Road Immediately South of 1 -80 12,041 194 1,666 106 13,707 300 NA 1,891 Donner Pass Road - Bridge Street to Glenshire Drive 12,000 183 714 102 12,714 285 NA 1,891 Prosser Dam Road Immediately East of SR 89 1,333 10 4,339 205 5,672 215 NA 1,891 Alder Drive Immediately East of SR 89 3,283 1,078 1,597 154 4,880 1,232 NA 1,891 Pioneer Trail Immediately West of Donner Pass Road 8,656 54 351 18 9,007 72 NA 1,891 Glenshire Drive Immediately South of Donner Pass Road 9,310 10 666 27 9,976 37 NA 1,891 Airport Road Immediately East of SR 267 3,208 32 - 218 I1 3,426 43 16,200 NA Schaffer Mill Road Immediately West of SR 267 1,596 22 132 7 1,728 29 16,200 NA Northstar Drive Immediately West of SR 267 7,308 44 216 12 7,524 56 16,200 NA • i- - MI i 11111 a NM M I UM = - - OM - MO In 1 ' TABLE 6.2 -F 2005 WEEKDAY PM PEAK -HOUR MITIGATION MEASURES AND RESULTING LOS ' T" rr ackground;lu ?". - y ' ' Site-Generated Traffic ' � _ �, 1. ,, Level o S er v l ce .. iii cen arto' 7.1 , ntersec on Location _a- „ ., a Re • utred,tru • ro v o - r 1 SR 89 & Donner Pass Rd, Weekday Average Intersection Delay (sec. /veh.) Construct Traffic Signal 40.6 Entire Intersection Add SB Left -Turn Lane D I Weekend Average Intersection Delay (sec. /veh.) Construct Traffic Signal 34.4 Entire Intersection Add SB Left-Tura Lane C OR 1 Weekday Entire Intersection Construct Roundabout B Weekend Entire Intersection Construct Roundabout B 1 SR 89 & Alder Dr, & Prosser Dam Road I Weekday Average Intersection Delay (sec. /veh.) Construct Traffic Signal 42.2 Entire Intersection Add NB Left -Turn Lane D Weekend Average Intersection Delay (sec./von.) Construct Traffic Signal 30.3 1 Entire Intersection Add NB Left -Turn Lane C OR Weekday Entire Intersection Construct Roundabout A I Entire Intersection Weekend Entire Intersection Construct Roundabout A 1 SR 267 & Northstar Dr. Average Intersection Delay (sec. /veh.) Construct Traffic Signal 11.4 Entire Intersection 8 1 Donner Pass Rd, & Bridge St. Average Intersection Delay (sec. /veh.) Construct Traffic Signal 64.1 ' Entire Intersection E 1 1 1 1 1 1 TABLE 6.2 -G ' 2023 No TAHOE DONNER CONNECTOR No PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS t 2023,Back d P r + °` s , --0 a x ..:20231Back.'round� offlc a 4, ° .n INtAT, 4:-e E "` _ I ntersecfl. � " �' Level of ,, --,-` T . s a ` " rs. < `. Peok -our rsedt(on &to titbit; _ ;. Gohhol, PM h eo ;our . . . PMTP,eak - Hour SR 89 & Rainbow Dr. Unsignalized a) Westbound Approach Two-way stop C C Average Intersection Delay (sec. /veh.) 2.5 2.9 ' Entire Intersection A A $R 89 & Prosser Dam Rd &Alder Dr. Unsignalized II a) Northbound Left-Turn Two -Way stop A A b) Southbound Left-Turn 8 c) Eastbound Approach E F d) Westbound Approach F F Average Intersection Delay (sec. /veh.) 63.2 Entire Intersection F F ' Alder Dr. & Thayer Dr. Unsignalized a) Northbound Approach Two -Way stop B C e b) Southbound Approach — C c) Eastbound Approach — A d) Westbound Approach A A Average Intersection Delay (sec. /veh.) 10.0 11.8 Entire Intersection A 8 Prosser Dam Rd. & Road A Unsignalized ' a) Northbound Approach Two -Way stop — B b) Westbound Left-Turn — A ' Average Intersection Delay (sec. /veh.) — 2 . 5 — A Entire Intersection Prosser Dam Rd. & Road B Unsignalized a) Northbound Approach Two -Way stop — 8 b) Westbound Left -Turn — A Average Intersection Delay (sec.fveh.) — 0.3 Entire Intersection — A Prosser Dam Rd. & Road C Unsignalized a) Northbound Approach Two -Way stop B b) Southbound Approach — A c) Eastbound Left-Turn A d) Westbound Left-Turn A Average Intersection Delay (sec. /veh.) — 1.6 ' Entire Intersection - — A 1 1 TABLE 6.2 -G 2 023 NO T AHOE DONNER CONNECTOR No PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS x� - 202 rr nd u ,, :�� � 2023 a ---4. n - - -- 1. I « � � �" � '� * a `s ` 2023 Background Tra a Generated +�' 94 4 4 - o .v S4 's. &o.•_ 3 h^4'n xi a } Y .. 4!.tq 4 .„a , � C 3.- sedlon ' L ”%, - Servlce a evelo ti -, e 'k n s, o *Ron n : :: f " l s' M P r.3---4-r, h .INI -a. + o u r 4nterse ioa ,Lo ati .� �COniraL.- . ,... , - PMP•ea ,Hay , ,�� P,TrI " P,ea k Hou�. r � . - 1 Prosser Dam Rd. & Road D Unsignalized a) Southbound Approach Two-Way stop — A I b) Eastbound Left -Turn — A Average Intersection Delay (sec. /veh.) 0.4 Entire Intersection — A 1 Prosser Dam Rd. & East Alder Creek Rd. Unsignalized a) Northbound Approach Two-Way stop — B I b) Southbound Approach A A c) Eastbound Left -Turn A A Average Intersection Delay (sec. /veh.) 4.1 5.1 1 Entire Intersection A A SR 89 North & Donner Pass Rd. Unsignalized I a) Northbound Left-Turn Two -Way stop B B b) Southbound Left-Turn A c) Eastbound Approach F F d) Westbound Approach — F Average Intersection Delay (sec. /veh.) 763.8 Entire Intersection - F F 1 SR 267 &I-80 Westbound Off /On Ramp Signalized Average Intersection Delay (sec. /veh.) 180.2 188.1 Entire Intersection F F I SR 267 & I-80 Eastbound Off /On Ramp Signalized I Average Intersection Delay (sec. /veh.) 45.6 96.5 Entire Intersection D F 1 SR 267 & Brockway Signalized Average Intersection Delay (sec. /veh.) 520.0 530.9 Entire Intersection F F 1 SR 267 & Schaffer Mill Rd. Signalized Average Intersection Delay (sec. /veh.) 466.8 483.2 I Entire Intersection F F SR 267 & Northstar Dr. Unsignalized a) Northbound Left -Turn Two -Way stop C D b) Southbound Left -Turn B 8 c) Eastbound Approach F F 1 1 TABLE 6.2 -G 2023 NO TAHOE DONNER CONNECTOR NO PROJECT AND PLUS INCREASED DEVELOPMENT ' SUMMER WEEKDAY LOS 2023 Bd •undlPlus.' 1 s 2023 Backg • and attfe S G 1 raffi *d. F s 4 s ,+alffi, l 0 c e *'s r 1 r 'n.ersedloq - Le erotSenric ' Leve of ei e ,%-..- ms. n l r. „ C 8 rntiol vas k-H a u r s : ' + - ' Pea, ou a„ ry , : n ere ton-1Loca lon Y? _ !: .x Cant . _P Pea - k_Hu: n . . P !m .� d) Westbound Approach F F Average Intersection Delay (sec. /veh.) 48.4 55.1 ' Entire Intersection E F Donner Pass Rd. & Pioneer Trail Unsignalized ' a) Northbound Left-Turn - Two -Way stop B B b) Eastbound Left-Turn F F c) Eastbound Right -Turn E E 120.2 185.9 ' Average Intersection Delay (sec. /veh.) Entire Intersection F F Donner Pass Rd. &I-80 Westbound On Ramp Unsignalized 1 a) Northbound Left-Turn Two -Way stop B B Average Intersection Delay (sec. /veh.) 1.6 1.6 , Entire Intersection A A Donner Pass Rd. & I-80 Eastbound Off Ramp Unsignalized e a) Eastbound Approach Two-Way stop F F Average Intersection Delay (sec. /veh.) 51.3 74.5 Entire Intersection E F Donner Pass Rd. & Glenshire Rd. Unsignalized a) Northbound Left -Tum Two -Way stop F F ' b) Northbound Right -Tum C D c) Westbound Left -Turn A B Average intersection Delay (sec. /veh.) 128.8 196.0 ' Entire Intersection F F Donner Pass Rd. A. Bridge St, Unsignalized a) Northbound Left-Turn Two -Way stop A A b) Southbound Left -Turn A B c) Eastbound Approach F F d) Westbound Approach F F Average Intersection Delay (sec. /veh.) 361.2 436.5 Entire Intersection F 1 Bridge St. & West River St. Unsignalized a) Northbound Left-Turn Two -Way stop D D b) Southbound Left -Tum A 8 c) Eastbound Approach F F - d) Westbound Approach F F ' Average Intersection Delay (sec. /veh.) 1 1 TABLE 6.2 -G 2023 NO TAHOE DONNER CONNECTOR NO PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS 20 23 ack ound+ ; " � " : a k u d of flc - en er y *s 2023 Back•ro and}Trai�Site e - Level +o +Service P � - of Sery ice,. intersection s,M tte e1� aC T R e ak - Ho oS r r � , �: ,off tocatl .. � EOn h o� �.. . '� P.MIP,eak,yourw, * - , _ =P,M Peak,Houfn��a , 1 Entire Intersection F Note 1: The Bridge Street /Donner Pass Road intersection was analyzed as a two- 1 intersection as the HCM does not provide methodologies for analyzing it as a three - way way sto stopc pcontrolled ontrolled intersection. Note 2: "indicates overflow conditions that are too high to be calculated. Note 3: Bold text indicates exceedence of LOS threshold. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TABLE 6.2 -H 1 2023 No TAHOE DONNER CONNECTOR NO PROJECT AND PLUS INCREASED DEVELOPMENT PROJECT SUMMER WEEKEND LOS ' 2r 3rSac grow dPlus ' # ` a " T ratfl c "' = 2p raundsTralBc SBe GeneratedaTr ject 1 ' l vel o f S ice G et -of .`Fntersecffonplocatlon..,` " .=.e, 'Ca . o fro 'PM'Pea ice PM Peak our.,. SR 89 & Rainbow Dr. Unsignalized , a) Southbound Left -Turn Two-Way stop A A b) Westbound Approach D D , Average Intersection Delay (sec. /veh.) 6.8 7.5 Entire Intersection A A SR 89 & Prosser Dam Rd, Unsignalized a) Northbound Left-Turn Two-Way stop A A b) Southbound Leff-Turn A A c) Eastbound Approach E F d) Westbound Approach F F Average Intersection Delay (sec. /veh.) 36.3 4.. ' Entire Intersection E F SR 89 North & Donner Pass Rd. Unsignalized 1 a) Northbound Left -Tum Two-Way stop B C b) Southbound Left -Tum — A c) Eastbound Approach F F , d) Westbound Approach F Average Intersection Delay (sec. /veh.) 130.3 Entire Intersection F F ' SR 267 & I-80 Westbound Off /On Ramp Signalized ' Average Intersection Delay (sec. /veh.) 183.0 187.5 ' Entire Intersection F F SR 267 &I-80 Eastbound Off /On Ramo Signalized ' Average Intersection Delay (sec. /veh.) 40.8 91.8 Entire Intersection D F Donner Pass Rd. & Pioneer Trail Unsignalized a) Northbound Left-Turn Two-Way stop B B b) Eastbound Left -Turn F F ' c) Eastbound Right -Turn C C Average Intersection Delay (sec. /veh.) 36.3 70.7 Entire Intersection E F Donner Pass Rd. 8,1-80 Westbound On Ramp Unsignalized a) Northbound Left-Turn Two-Way stop B B 1 1 1 I TABLE 6.2 -H 2023 NO TAHOE DONNER CONNECTOR NO PROJECT AND PLUS INCREASED DEVELOPMENT PROJECT SUMMER WEEKEND LOS r .r flk n 1 �m r - � 023 groundaTrpff[C a _ 6 SRe Generated .. � , ,� 7 ,. + - Level of Se I ce {1� rsect lan` ztoca fl h e " . . " � � , " ~ y 1 '"P ur' I'# '�eofii'ot P,M,Pe ou ou ,sr .�t>M' Pxak= flour I Average Intersection Delay (sec. /veh.) 1.3 1.3 - Entire Intersection A A I Donner Pass Rd. &1-80 Eastbound Off Ramp Unsignafized a) Eastbound Approach Two-Way stop F F Average Intersection Delay (sec. /veh.) 21.5 39.9 Entire Intersection C E I Note 1: "" indicates overflow conditions. Note 2: Exceedence of LOS threshold is not bolded as there are not specific Town thresholds LOS. for summer I weekday LOS. However, it should be noted that mitigation pplied to reduce impacts to summer weekday LOS to less than significant levels would have a similar beneficial effect on summer weekday 1 TABLE 62 -1 1 2023 WITH TAHOE DONNER CONNECTOR No PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS I � , ?9-- eckground t+us - , # s: t c 023 Back. ro n dz a ,,, t , Be Generated traffic nferse tev o Service . : ' °tat . t " r C ontr 'w3 H ]ntersecflon,, °cation " Contras PJN.Peak EM3eak�Hor SR 89 & Rainbow Dr, Unsignafized I a) Westbound Approach Two -Way stop C C Average Intersection Delay (sec. /veh.) 2.5 3.2 Entire Intersection A A I SR 89 & Prosser Darn Rd. Unsignafized a) Northbound Left-Turn A Two -Way stop A A 1 b) Southbound Left -Turn B c) Eastbound Approach E F d) Westbound Approach F F 63.6 "" 1 Average Intersection Delay (sec. /veh.) Entire Intersection F F 1 Alder Dr. & Thayer Dr. Unsignafized a) Northbound Approach Two - stop 8 C C b) Southbound Approach — — 1 c) Eastbound Approach A d) Westbound Approach A A 1 I/ TABLE 62 -I 2023 WITH TAHOE DONNER CONNECTOR NO PROJECT AND PLUS INCREASED DEVELOPMENT 1 SUMMER WEEKDAY LOS ": , r. 2 02 *0' <groundP � � ,fi ? " 'a 2 023, Ba ckg ro u n daTr a fftc a He-Generated TraHIc v � Le v ePo6Servlce ` `r. fie" to ` s - . "' ✓ X ' ' " ' w � . ; "In e"rseetion oc• toms m 3 , . -- ontrol * ,M,Pea k -H o r,#` , �:, P�lul ea o r Average Intersection Delay (sec. /veh.) 9.0 10.8 Entire Intersection A B ' Prosser Dam Rd. & Road A Unsignalized a) Northbound Approach Two -Way stop — B , b) Westbound Left-Turn — A Average Intersection Delay (sec. /veh.) — 2.6 Entire Intersection — A ' Prosser Dam Rd. & Road B Unsignalized a) Northbound Approach Two-Way stop — B b) Westbound Left-Turn — A Average Intersection Delay (sec. /veh.) — 0.2 Entire Intersection — A , Prosser Dam Rd. & Rood C Unsignalized a) Northbound Approach Two-way stop — B e b) Southbound Approach — A c) Eastbound Left-Turn — A d) Westbound Left-Turn — A ' Average Intersection Delay (sec. /veh.) — 1.7 Entire Intersection — A Prosser Darn Rd. & Road D Unsignalized a) Southbound Approach Two -way stop — A b) Eastbound Left-Tum — A ' Average Intersection Delay (sec. /veh.) — 0.4 Entire Intersection — A Prosser Dam Rd. & East Alder Creek Rd. Unsignalized a) Northbound Approach Two -Way stop — B b) Southbound Approach A A c) Eastbound Left-Turn A Average Intersection Delay (sec. /veh.) 4.3 5.0 Entire Intersection A A ' SR 89 North & Donner Pass Rd. Unsignalized a) Northbound Left-Turn Two -Way stop 8 C b) Southbound Left -Turn — A c) Eastbound Approach F F d) Westbound Approach — F ' Average Intersection Delay (sec. /veh.) 849.1 " 1 1 I TABLE 62 -1 2 023 W ITH TAHOE DONNER CONNECTOR No PROJECT AND PLUS INCREASED DEVELOPMENT SUMMER WEEKDAY LOS � � " > . r °� �� .. e r BaG au d ' , , ,, i T tt 3 4 k 2! � -. s a T '" k .--,� . }2023.Backgr`eend Trait lc:` ° � n • '' � , . a L i. Int ersec ion . . r - . ,.. e .,, m f , . ,' Leve of ervl e • nferse tion.L •nation f 8:4;wat:2:Control _ . m PMP ak.Hour, t� NGP,eak_Hour :: I Entire Intersection F F • SR 267 &1-80 Westbound Off /On Ramp Signalized I Average Intersection Delay (sec. /veh.) 188.5 • 199.7 Entire Intersection F F I SR 267 &I-80 Eastbound Off /On Ramp Signalized Average Intersection Delay (sec. /veh.) 49.3 94.7 Entire Intersection D F I SR 267 & Brockway Signalized Average Intersection Delay (sec. /veh.) 529.2 540.3 I Entire Intersection F F SR 267 & Schaffer Mill Rd. Signalized I Average Intersection Delay (sec. /veh.) 467.4 484.1 Entire Intersection F F I SR 267 & Northstar Dr Unsignalized a) Northbound Left-Turn Two-Way stop C D b) Southbound Left -Turn B B I c) Eastbound Approach F - F d) Westbound Approach F F Average Intersection Delay (sec. /veh.) 49.9 54.6 I Entire Intersection E F Donner Pass Rd. & Pioneer Trail Unsignalized I a) Northbound Left-Turn Two -Way stop B B b) Eastbound Left -Turn F F c) Eastbound Right -Tum D E I Average Intersection Delay (sec. /veh.) 165.8 290.6 Entire Intersection F F Donner Pass Rd. &I-80 Westbound On Ramp Unsignalized a) Northbound Left-Turn Two-Way stop 8 B Average Intersection Delay (sec. /veh.) 1.5 1.5 I Entire Intersection A A Donner Pass Rd. &I-80 Eastbound Off Ramp Unsignalized I a) Eastbound Approach Two -Way stop F F Average Intersection Delay (sec. /veh.) 41.2 64.7 Entire Intersection E F 1 TABLE 62 -1 2023 WITH TAHOE DONNER CONNECTOR NO PROJECT AND PLUS INCREASED DEVELOPMENT I SUMMER WEEKDAY LOS 02 /P ox: Ge _ te 4 ,2023r. actoround r• Ne -- ,,„ . , , 1c w. s v o " ^ =x`, l fe section i v - oiler's; Sery ce ' 1 :- - u o o Wnterse LOCMIon - ,.., .. S:ll ' Control -I . , PM. ,e - .. P speak r:. . � Donner Pass Rd. & Glenshire Rd. Unsignalized 1 a) Northbound Left-Tum Two -Way stop F F b) Northbound Right-Turn D c) Westbound Left -Turn B B 1 Average Intersection Delay (sec. /veh.) 136.3 206.8 Entire Intersection F F Donner Pass Rd. & Bridge St. Unsignalized 1 a) Northbound Left-Turn Two -Way stop A A b) Southbound Left-Turn B B 1 c) Eastbound Approach F F d) Westbound Approach F F Average Intersection Delay (sec./veh.) 454.4 545.8 1 Entire Intersection F F Bridge St. & West River St. Unsignalized 1 a) Northbound Left-Turn Two -Way stop D E b) Southbound Left-Turn B B c) Eastbound Approach F F 1 d) Westbound Approach F F Average Intersection Delay (sec. /veh.) •• Entire Intersection F F 1 Note 1: The Bridge Street /Donner Pass Road intersection was analyzed as a two -way stop - controlled 1 intersection as the HCM does not provide methodologies for analyzing it as a three -way stopcontrolled intersection. Note 2: " indicates overflow conditions. Note 3: Bold text indicates exceedence of LOS threshold. 1 1 1 1 1 1 1 1 TABLE 6.2 -J 2023 WITH TAHOE DONNER CONNECTOR No PROJECT AND PLUS INCREASED DEVELOPMENT 1 SUMMER WEEKEND LOS ro e +. 4 - ' t ..' ; '" ' ,fir 3z ' .I- 0:1? °' 4„,%-n,„; � :14 Site Generatedirraf is c '* '� � ` *- °y.�, � '" eves of >, -,:, ' Le Ile Sew ce I tlnlersectioniocation . ?., Con o r. x. w ,MP,-ak- o :.:. ,M,eak -Hou ■ � . SR 89 & Rainbow Dr, Unsignalized I a) Southbound Left -Turn Two -Way stop A A b) Westbound Approach C D Average Intersection Delay (sec. /veh.) 6.8 7.5 I Entire Intersection A A SR 89 & Prosser Dam Rd. Unsignalized I a) Northbound Left -Tum Two -Way stop A A b) Southbound Left -Turn A A cl Eastbound Approach E F I d) Westbound Approach F F Average Intersection Delay (sec. /veh.) 34.0 Entire Intersection D F SR 89 & Donner Pass Rd. Unsignalized a) Northbound Left -Tum Two -Way stop B C ' b) Southbound Left -Turn — A c) Eastbound Approach F F d) Westbound Approach — F I Average Intersection Delay (sec. /veh.) 144.2 4* Entire Intersection F F I SR 267 S.1-80 Westbound Off /On Ramp Signalized Average Intersection Delay (sec. /veh.) 190.0 196.2 Entire Intersection F F I SR 267 &I-80 Eastbound Off /On Romp Signalized Average Intersection Delay (sec. /veh.) 45.6 90.9 ' Entire Intersection D F Donner Pass Rd. & Pioneer Trail Unsignalized I a) Northbound Left -Tum Two -Way stop B B b) Eastbound Left -Turn F F c) Eastbound Right -Turn C C I Average Intersection Delay (sec. /veh.) 52.1 131.8 Entire Intersection F F I Donner Pass Rd. &I-80 Westbound On Ramp Unsignaflzed a) Northbound Left-Turn Two-Way stop 8 B 1 TABLE 6.2 -J 2023 WITH TAHOE DONNER CONNECTOR NO PROJECT AND PLUS INCREASED DEVELOPMENT ' SUMMER WEEKEND LOS way=... 2023 Background<Plus T / '7 v : tsr Stte Gerter ed rat tc • • e = a s ce , le of of Se ce Lev =ot Service . err XV4;74; e o l : � *' z P - n e ectlo L caf - �^..w...: „ r, ,,, - on o ' . { P.M r � ak.Hor i s ,_ P,M a1CHOUC� ; '>t Average Intersection Delay (sec. /veh.) 1.2 1.2 Entire Intersection A A Donner Pass Rd. &I-80 Eastbound Off Ramp Unsignalized a) Eastbound Approach Two -Way stop Average Intersection Delay (sec. /veh.) 19.2 36.2 Entire Intersection c D Note 1: "indicates overflow conditions. Note 2: Exceedence of LOS threshold is not bolded as there are not specific Town thresholds for summer weekday LOS. However, if should be noted that mitigation applied to reduce impacts to summer weekday LOS to less than significant levels would have a similar beneficial effect on summer weekday LOS. 1 1 1 1 1 1 1 1 • 1 1 1 • Table 6.2 -K 2023 Plus Increased Development Alternative Weekday ADT and Peak -Hour Peak - Direction Volumes - No Third Tahoe Donner Placer County/Town of No Project Project- Generated Plus Project Truckee Threshold Peak -Hour Peak -Hour Peak -Hour Peak -Hour Peak- Peak- Peak- Peak - Direction Direction Direction Direction ROADWAY ADT Volume ADT Volume ADT Volume ADT Volume SR 89 -1-80 to Donner Pass Road 9,920 940 5,803 252 15,723 1,192 NA 1,891 SR 89 - Donner Pass Road to Alder Drive 13,944 1,030 4,788 243 18,732 1,273 NA 1,891 SR 89 - Alder Drive to Rainbow Drive 9,979 715 520 23 10,499 738 NA 1,891 SR 89 - Rainbow Drive to Alder Creek Road 5,729 470 264 13 5,993 483 NA 1,891 SR 267 - 1 -80 to Brockway Road 34,027 2,045 1,790 90 35,817 2,135 NA 1,891 SR 267 - Brockway Road to Airport Rood 44,608 3,275 1,267 64 45,875 3,339 25,000 NA SR 276 - Airport Road to Northstar Drive 27,052 1,780 915 46 27,967 1,826 25,000 NA SR 267- Northstar Drive to Brockway Summit 19,720 1,540 700 35 20,420 1,575 21,000 NA Bridge Street - Donner Pass Road to West River Street _ 1,035 440 23 19,388 1,058 NA 1,891 Brockway Road Immediately South of West River Street 24,371 1,480 306 16 24,677 1,496 NA 1,891 Brockway Road Immediately West of SR 267 23,828 1,515 523 26 24,351 1,541 NA 1,891 Donner Pass Road Immediately South of 1-80 15,883 815 1,666 106 17,549 921 NA 1,891 Donner Pass Road - Bridge Street to Glenshire Drive 22,784 900 714 102 23,498 1,002 NA 1,891 Prosser Dam Road Immediately East of SR 89 2,264 . 140 4,339 205 6,603 345 NA 1,891 Alder Drive Immediately East of SR 89 4,302 220 1,597 154 5,899 374 NA 1,891 Pioneer Trail Immediately West of Donner Pass Road 12,209 665 351 18 12,560 683 ' NA 1,891 Glenshire Drive Immediately South of Donner Pass Road 12,515 675 666 27 13,181 702 NA 1,891 Airport Road Immediately East of SR 267 15,325 1,305 218 11 15,543 1,316 16,200 NA Schaffer Mill Road Immediately West of SR 267 26,844 1,330 132 7 26,976 1,337 16,200 NA Northstar Drive Immediately West of SR 267 15,576 675 216 12 15,792 687 16,200 NA Note 1: Bold text indicates that a LOS threshold is exceeded. Note 2: LOS on local roadways off the state highway system is determined by intersection LOS. Table 6.2 -L 2023 Plus Increased Development Alternative Weekday ADT and Peak -Hour Peak - Direction Volumes • With Third Tahoe Donner 1 Placer County/Town of Truckee No Project Project - Generated Plus Project Threshold Peak -Hour Peak -Hour Peak -Hour Peak -Hour Peak - Direction Peak- Direction Peak- Direction Peak - Direction ROADWAY ADT Volume ADT Volume ADT Volume ADT Volume SR 89 -1 -80 to Donner Pass Road 10,466 940 5,162 230 15,628 1,170 NA 1,891 I SR 89 - Donner Pass Road to Alder Drive 13,583 985 4.770 244 18,353 1,229 NA 1,891 ! SR 89 - Alder Drive to Rainbow Drive 9,626 675 507 22 10,133 697 NA 1,891 SR 89 - Rainbow Drive to Alder Creek Road 5,384 430 258 13 5.642 443 NA 1,891 SR 267 -1 -80 to Brockway Road 33,643 2,040 1,764 90 35,407 2,130 NA 1,891 SR 267 - Brockway Road to Airport Road 44,698 3,285 1,249 64 45,947 3,349 25,000 NA SR 267 - Airport Road to Northstar Drive 27,027 1,785 903 46 27,930 1,831 25,000 NA SR 267 - Northstar Drive to Brockway Summit 19,720 1,540 689 35 20,409 1,575 21,000 NA Bridge Street - Donner Pass Road to West River Street 20.321 1,105 434 23 20,755 1,128 NA NA Brockway Road Immediately South of West River Street 24,978 1,495 303 16 25,281 1,511 NA NA Brockway Road Immediately West of SR 267 24,233 1,525 515 26 24,748 1,551 NA NA Donner Pass Road Immediately South of 1.80 15,460 785 . 1,636 106 17,096 891 NA NA Donner Pass Road - Bridge Street to Glenshire Drive 22,609 920 992 81 23,601 1,001 NA NA Prosser Darn Road Immediately East of SR 89 2,332 150 4,308 206 6,640 356 NA NA Alder Drive Immediately East of SR 89 4,263 220 1,593 90 5,856 310 NA NA Pioneer Trail Immediately West of Donner Pass Road 12,904 695 886 40 13,790 735 NA NA Glenshire Drive Immediately South of Donner Pass Road 12,652 695 644 27 13,296 722 NA NA Airport Road Immediately East of SR 267 15,285 1,310 216 11 15,501 1,321 16,200 NA Schaffer Mill Road Immediately West of SR 267 26,904 1,330 131 7 27,035 1,337 16,200 NA Northstar Drive Immediately West of SR 267 15,564 675 214 9 15,778 684 16,200 NA Note 1: Bold text indicates that a LOS threshold is exceeded. Note 2: LOS on local roadways off the state highway system is determined by Intersection LOS. • i r ® at OMNI MID air OM • OM 11111111 1111111 IS a am a me - 4 I TABLE 6.2 -M 2 023 NO T HIRD TAHOE DONNER WEEKDAY PM PEAK -HOUR PLUS INCREASED DEVELOPMENT MITIGATION MEASURESAND RESULTING LOS ., ' , `� 2023 B ckgrou , -� Site Gene at d trattici S In} ersectlnriitocat (on ",�?.�,�4 , � x'�RequhedTinp7ovemenTs;'� . ,MP,eak. our ;.r.:, Add SB Free Right -Tum Lane Or Dual Right -turn Lanes I Add EB Free Right -Turn Lane Or Dual Right -turn Lanes Add WB Free Right-Turn Lane I Or Dual Right -turn Lanes SR 267 & Northstar Dr 1 Average Intersection Delay (sec. /veh.) Add 2^d SB Through Lane 30.6 Entire Intersection Add 2nd NB Through Lane C I Donner Pass Rd. & Pioneer Trail Average Intersection Delay (sec. /veh.) Construct Signal 27.3 Entire Intersection C I Donner Pass Rd. 81-80 Eastbound 00 Ramo Average Intersection Delay (sec. /veh.) Constrict Signal- 17.8 Entire Intersection B Donner Pass Rd. & Glenshire Rd. 1 Average Intersection Delay (sec. /veh.) Construct Signal 43.3 Entire Intersection Add EB Right-Turn Lane and D 1 Donner Pass Rd. & Bridge St. Average Intersection Delay (sec. /veh.) Construct Signal 54.4 Entire Intersection Add NB Right -Turn Lane with D 1 Overlap Signal Timing Bridge St. & West River St, I Average Intersection Delay (sec. /veh.) Construct Signal 64.8 Entire Intersection Add 2nd NB Left-Turn Lane E Add SB Right -Tum Lane 1 1 1 1 1 TABLE 6.2 -M , 2023 No THIRD TAHOE DONNER WEEKDAY PM PEAK -HOUR PLUS INCREASED DEVELOPMENT MITIGATION MEASURESAND RESULTING LOS '023 Ba'c • oun I'�ta`s, e G nerated ra Level trsery e ,. .. E c k* fx ns ` nt 'Section Location l v .s - e ,Re • u ed;im •rovementsr t ' , PM .eak,Hour SR 89 & Prosser Dam Rd. Average Intersection Delay (sec. /veh.) Construct Signal with NB Left -Turn 37.2 Entire Intersection Lane and SB Left -Turn Lane C OR Construct Roundabout B . SR 89 North & Donner Pass Rd Average Intersection Delay (sec. /veh.) Construct Signal and 29.1 Entire Intersection 2nd EB Left -Turn Lanes and C SB Left -Turn Lane OR Construct Roundabout B 1 SR 267 & I-80 Westbound Off /On Ramp Average Intersection Delay (sec. /veh.) Add 2nd NB Left -Turn Lane or 48.8 Entire Intersection Cloverleaf Loop On Ramp D 2nd WB Left -Tum Lane, and WB Free Right -Turn Lane Or Dual Right -tum Lanes SR 267 &1-80 Eastbound Off /On Rame Average Intersection Delay (sec. /veh.) Add 2nd NB Through Lane and 25.9 Entire Intersection - EB Free Right -Turn Lane C Or Dual Right -turn Lanes SR 267 & Brockway Average Intersection Delay (sec. /veh.) Add 2nd NB Through Lane, 36.3 Entire Intersection Add 2nd NB Left-Turn Lane, D Add 2nd SB Through Lane, Add SB Right-Turn Lane, and Add EB Free Right -Turn Lane Or Dual Right -turn Lanes SR 267 & Schaffer Mill Rd. Average Intersection Delay (sec. /veh.) Add 2 NB Through Lanes (3 Total), 63.7 Entire Intersection Add 2nd SB through Lone, Add 2 E EB Left -Turn Lanes (Convert Left - Through Shared to Through) Add WB Left-Turn Lane (Convert Left- Through Shared to Through) 1 1 1 TABLE 6.2-1 2023 NO THIRD TAHOE DONNER WEEK PM PEA -HOUR PLUS INCREASED DEVELOPMENT k ie ' MITIGATED RESULTING LO$ to 'ar . ' d lmp .3 ve ay+x r „:3 B •� , , Note forre abed lmp ov emenfs Ta 4� 43 um� r,` .. 20 2 3 Bbckground l' us. te L4� s� SBe G en erated raffle an e[sectt4nff canon , PM P,eak,flour aty ' SR 89 & Prosser Dam Rd. Traffic Signal Average Intersection Delay (sec. /veh.) 22.1 Entire Intersection C Roundabout Entire Intersection 8 SR 89 North & Donner Pass Rd. ' Traffic Signal Average Intersection Delay (sec. /veh.( 23.1 Entire Intersection O ' Roundabout Entire Intersection 8 SR 267 & 1-80 Westbound Off /On Ramo Average Intersection Delay (sec. /veh.( 63.0 Entire Intersection E $R 267 & 1-80 Eastbound Off /On Ramo Average Intersection Delay (sec./veh.) _ 29.2 Entire Intersection O Donner Pass Rd. & Pioneer Trail Average Intersection Delay (sec. /veh.) 14.9 Entire Intersection 8 1 Donner Pass Rd. & 1 -80 Eastbound Off Ramo Average Intersection Delay (sec./veh.) 14.6 Entire Intersection 8 r ' 1 1 1 1 1 TABLE 6.2 -0 2023 WITH THIRD TAHOE DONNER WEEKDAY PEAK -HOUR PLUS INCREASED DEVELOPMENT MITIGATION MEASURES AND RESULTING LOS 2023 Bac cgroundaPlus 8e G enerate ; n444.42 It ate:. f ` ` Le � elofSe ce i ter Inntersectlon Location _ .Re q u ir ed iImp ro vemenfs - a rM P.`eak H u SR 89 & Prosser Dam Rd. Average Intersection Delay (sec. /veh.) Construct Signal with NB Left -Tum 37.2 Entire Intersection Lane and S8 Left -Tum Lane C OR Construct Roundabout B • SR 89 North & Donner Pass Rd. Average Intersection Delay (sec. /veh.) Construct Signal and 29.1 Entire Intersection 2nd EB Left -Tum Lane and C SB Left -Turn Lane OR Construct Roundabout B SR 267 &1-80 Westbound Off /On Ramo Average Intersection Delay (sec. /veh.) Add 2nd NB Left -Tum Lane or, 48.8 Entire Intersection Cloverleaf Loop On Ramp D e 2nd WB Left-Turn Lane, and WB Free Right -Tum Lane or Dual Right -Turn Lanes SR 267 & 1 -80 Eastbound Off /On Rame Average Intersection Delay (sec. /veh.) Add 2nd NB Through Lane and 25.9 Entire Intersection EB Free Right -Turn Lane C or Dual Right -Tum Lanes SR 267 & Brockway Average Intersection Delay (sec. /veh.) Add 2nd NB Through Lane, 36.3 Entire Intersection Add 2nd NB Left -Tum Lane, D Add 2nd 56 Through Lane, Add SB Right -Turn Lane, and EB Free Right -Turn Lone Or Dual Right -turn Lanes SR 267 & Schaffer Mill Rd. Average Intersection Defay (sec. /veh.) Add 2 NB Through Lanes (3 Total), 63.7 Entire Intersection Add 2^d SB through Lane, Add 2 E EB Left -Tum Lane (Convert Left - Through Shared to Through) Add WB Left -Turn Lane (Convert Left- Through Shared to Through) Add SB Free Right -Tum Lane Or Dual Right -turn Lanes 1 I TABLE 6.2 -0 2023 WITH THIRD TAHOE DONNER WEEKDAY PEAK -HOUR PLUS INCREASED DEVELOPMENT MITIGATION MEASURES AND RESULTING LOS . F ` act ' C 4 vo- , tevel Sery ice .. 1 llntexsecUon ocaHon ; V t . Reslulrednlm , ,N : Re a % Ho u r, Add EB Free Right -Turn Lane or Dual Right -Turn Lanes 1 Add WB Free Right -Turn Lane or Dual Right -Tum Lanes I SR 267 & Northstar Dr. Average Intersection Delay (sec. /veh.) Add 2nd SB Through Lane 30.6 Entire Intersection Add 2nd NB Through Lane C I Donner Pass Rd. & Pioneer Trail 1 Average Intersection Delay (sec. /veh.) Constrict Signal 27.3 Entire Intersection C Donner Pass Rd. &1-80 Eastbound Off Ram I Average Intersection Delay (sec. /veh.) Construct Signal 17.8 Entire Intersection B Donner Pass Rd. & Glenshire Rd. Average Intersection Delay (sec. /veh.) Construct Signal 433 Entire Intersection Add EB Right-Turn Lane and D 1 Donner Pass Rd. & Bridge St. Average Intersection Delay (sec. /veh.) Construct Signal 54.4 1 Entire Intersection Add NB Right -Turn Lane with E Overlap Signal Timing Bride t. & West River St. Average Intersection Delay (sec. /veh.) Construct Signal 64.8 Entire Intersection Add 2nd NB Left -Tum Lane E ' I Add SB Right -Turn Lane 1 1 1 1 1 1 TABLE 6.2 -P 2023 No THIRD TAHOE DONNER WEEKEND PM PEAK -HOUR PLUS INCREASED DEVELPOMENT MITIGATED RESULTING LOS � " °?02r Baclgrou d Pius OT Sisk]. Ta e ¢ o required Imp r ov e en ts: e Gen a ed -Trofft c - s u , eve o Se c „ ' , a � kRmP s m R PM1P,e• Ho r SR 89 North Si Prosser Dam Rd. Average Intersection Delay (sec. /veh.) 22.1 Entire Intersection c Roundabout ' Entire Intersection 8 SR 89 North & Donner Pass Rd, Average Intersection Delay (sec. /veh.) 23.1 Entire Intersection C SR 267 & 1-80 Westbound Off /On Ramp 1 Average Intersection Delay (sec. /veh.) 63.0 Entire Intersection E ' SR 267 &I-80 Eastbound Off /On Ramp Average Intersection Delay (sec. /veh.) 29.2 e Entire Intersection C Donner Pass Rd. & Pioneer Trail , Average Intersection Delay (sec. /veh.) 14.9 Entire Intersection B Donner Pass Rd. & 1 -80 Eastbound Off Ram. Average Intersection Delay (sec. /veh.) 14.6 Entire Intersection B , 1 1 1 1 1 1 1 1 Increased Development Alternative 2005 No Project and Plus Project Intersection LOS 1 Summer Weekday PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 2005 PM Peak - Weekday Wed May 21, 2003 15:08:51 Page 1 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:08:51 Page -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures 0R1- 2005GraysCrossingNTDModLanduse. tfx) ( R1- 2005GraysCrossingNTDModLandOse. tfx) •Scenario Report Trip Generation Report Scenario: 2005 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: .Default Command Volume: 2005 PM Peak - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry N Stone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base . Paths: Default Paths 1 Planning Are 200.00 Single Family 0.39 0.26 78 52 130 15.2 Routes: Default Routes Zone 1 Subtotal 78 52 130 15.2 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.39 0.26 53 36 89 10.4 Zone 2 Subtotal 53 36 89 10.4 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.4 Zone 3 Subtotal 23 15 38 4.4 \ 4 Planning Are 32.00 Single Family 0.39 0.26 12 8 20 2.3 Zone 4 Subtotal 12 8 20 2.3 5 Planning Axe 18.00 Golf Course 0.67 0.84 12 15 27 3.1 5 Planning Are 5.00 Fitness center 1.31 0.84 7 4 11 1.3 Zone 5 subtotal 19 19 38 4.4 6 Planning Are 42.00 Single Family 0.39 0.26 16 11 27 3.1 Zone 6 Subtotal 16 11 27 3.1 7 Planning Are 29.00 Single Family 0.39 0.26 11 8 19 2.2 Zone 7 Subtotal - 11 8 19 2.2 8 Planning Are 135.00 Apartment /Loft 0:42 0.20 57 27 84 9.8 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 5.9 Zone 8 Subtotal 79 56 135 15.7 9 Planning Are 120.00 Multi - Family 0.29 0.18 35 22 57 6.6 Zone 9 Subtotal 35 22 57 6.6 • 10 Church 17.50 Church 0.32 0.27 6 5 11 1.3 Zone 10 Subtotal 6 5 11 1.3 11 Planning Are 34.80 Specialty Reta 1.00 1.33 35 46 81 9.4 11 Planning Are 4.10 Office 0.23 1.12 1 5 6 0.7 11 Planning Are 16.00 Gas Station 6.02 6.02 96 96 192 22.4 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.0 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.7 Zone 11 Subtotal 139 155 299 34.3 • TOTAL 471 387 858 100.0 I - Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • s 'B s 111111 s 's BS a cl '1118 s s MI a i a • s a la •I_ M! r a a •Illt n MI - In. a INN Mill 111111 MI • SI SI • 2005 PM Peak - Weekday Wed May 21, 2003 15:08:51 Page 3 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:08:51 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLanduae. tfx) ( R1- 2005GraysCrossingNTDMOdLandUSe. tfx) Trip Distribution Report Turning Movement Report No Third Tahoe - Donner Connection 984 Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone k1 SR 89 6 Rainbow Dr. Base 0 285 115 5 255 0 0 0 0 55 0 5 720 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 11 10 0 13 0 0 0 0 10 0 0 44 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 296 125 5 268 0 0 0 0 65 0 5 764 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 k2 SR 89 & Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 130 390 70 5 300 10 10 5 170 50 10 5 1155 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 67 3 173 16 3 3 2 16 46 144 20 16 509 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 197 393 243 21 303 13 12 21 216 194 30 21 1664 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 k3 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 120 0 0 0 0 50 0 135 70 0 375 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 57 0 1 1 7 0 0 6 84 156 Total 0 0 120 57 0 1 1 57 0 135 76 84 531 To Gates 12 13 14 15 16 17 18 19 20 21 22 k4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 75 0 0 60 0 135 Added 96 0 17 0 0 0 0 110 95 18 84 0 420 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 96 0 17 0 0 0 0 185 95 18 144 0 555 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9,4 0.0 0.0 7.3 0.0 0.8 k5 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9,4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 - 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 9 0 2 0 0 0 0 113 14 2 93 0 233 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 9 0 2 0 0 0 0 188 14 2 153 0 368 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 *6 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 39 2 7 0 1 7 11 70 33 5 49 0 224 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 ' Total 39 2 7 0 1 7 11 145 33 5 109 0 359 To Gates k7 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 Zone Added 0 0 0 0 0 7 10 67 0 0 47 0 131 Total 0 0 0 0 0 7 10 142 0 0 107 0 266 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 k8 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 20 0 0 5 10 160 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 8 0 0 0 0 35 52 3 12 0 4 0 114 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 8 0 0 5 0 90 111 23 12 0 9 10 274 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 k10 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 210 275 0 0 205 310 315 0 115 0 0 0 1430 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 149 103 4 145 44 90 42 0 107 24 3 711 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 210 410 117 13 341 354 405 42 115 116 24 17 2164 Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekday Wed May 21, 2003 15:08:51 Page 4 -2 2005 PM Peak - Weekday Wed May 21, 2003 15:08:51 Page 4-3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. t£x) ( R1- 2005GraysCrossingNTDModLandUse .tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #11 SR 267 4 I -80 WB Off /On Ramp #20 Donner Pass Rd. & Bridge St. Base 515 220 0 0 210 115 0 0 0 220 0 265 1545 Base 140 215 250 10 75 30 45 405 135 215 270 10 1800 Added 0 216 0 0 102 150 0 0 0 0 0 37 505 Added 0 0 23 0 0 0 0 58 6 11 10 0 108 Total 515 436 0 0 312 265 0 0 0 220 0 302 2050 Total 140 215 273 10 75 30 45 463 141 226 280 10 1908 #12 SR 267 & I -80 EB Off /On Ramp #21 Bridge St. 6 West River St. Base 0 650 125 .305 125 0 85 0 350 0 0 0 1640 Base 60 445 10 30 260 135 140 5 170 10 5 20 1290 Added 0 90 0 30 72 0 125 0 0 0 0 0 317 Added 0 16 0 0 12 5 7 0 0 0 0 0 40 Total 0 740 125 335 197 0 210 0 350 0 0 0 1957 Total 60 461 10 30 272 140 147 5 170 10 5 20 1330 #13 SR 267 & Brockway #53 Base 340 670 15 50 340 90 60 0 420 15 0 40 2040 Base 0 0 0 0 0 0 0 0 • 0 0 0 0 0 Added 0 64 0 0 51 21 26 0 0 0 0 0 162 Added ' 0 0 0 6 0 10 0 27 0 0 10 0 53 Total 340 734 15 50 391 111 86 0 420 15 0 40 2202 Total 0 0 0 6 0 10 0 27 0 0 10 0 53 #14 SR 267 6 Schaffer Mill Rd. #54 Base 40 670 55 80 640 50 145 5 70 60 5 210 2030 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 9 37 5 7 0 0 0 0 11 115 Added 0 23 0 30 0 0 0 0 0 0 0 0 53 Total 40 716 55 89 677 55 152 5 70 60 5 221 2145 Total 0 23 • 0 30 0 0 0 0 0 0 0 0 53 #15 SR 267 6 Northstar Dr. #60 Base 85 595 0 0 525 240 170 0 115 0 0 0 1730 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 28 9 12 0 0 0 0 0 84 Added 0 30 0 0 30 0 0 0 0 0 0 0 60 Total 85 630 0 0 553 249 182 0 115 0 0 0 1814 Total 0 30 0 0 30 • 0 0 0 0 0 0 0 60 #16 Donner Pass Rd. 6 Pioneer Trails #68 Base 195 280 0 0 190 100 175 0 340 0 0 0 1280 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 114 0 0 54 14 18 0 0 0 0 0 200 Added 14 0 0 0 0 0 0 0 15 0 0 0 29 Total 195 394 0 0 244 114 193 0 340 0 0 0 1480 Total 14 0 0 0 0 0 0 0 15 0 0 0 29 #17 Donner Pass Rd. 6 I -80 WB On Ramp Base 195 475 0 0 325 205 0 0 0 0 0 0 1200 Added 0 114 0 0 48 7 0 0 0 0 0 0 169 Total 195 589 0 0 373 212 0 0 0 0 0 0 1369 #18 Donner Pass Rd. & I -80 EB Off Ramp Base 0 585 0 0 325 0 85 0 250 0 0 0 1245 Added 0 106 0 0 48 0 8 0 0 0 0 0 162 Total 0 691 0 0 373 0 93 0 250 0 0 0 1407 #19 Donner Pass Rd. 6 Glenshire Rd. Base 230 0 200 0 0 0 0 320 365 150 430 0 1695 Added 0 0 25 0 0 0 0 81 0 27 21 0 154 Total 230 0 225 0 0 0 0 401 365 177 451 0 1849 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Deaver, CO — fl 1111111 Mine UN MIN a ewe 11■e' MI ems all 11111 .N a M: MN em► WI IS .• '111111 ,a sI a a a a .a IIIIII r 'rte■ a ,r a .ate MEI all • 2005 914 Peak - Weekday Wed May 21, 2003 15:08:51 Page 5 -1 2005 PM Peak Weekday Wed May 21, 2003 15:08:51 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingMTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Link Volume Report Volume NB Link 5B Link EB Link WB Link Total PM Peak - Weekday • Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total • Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 6 I -80 WB Off /On Ramp Base 735 430 1165 325 485 810 0 630 630 485 0 485 3090 01 SR 89 6 Rainbow Dr. Added 216 102 318 252 253 505 0 150 150 37 0 37 1010 Base 400 310 710 260 290 550 0 0 0 60 120 180 1440 Total 951 532 1483 577 738 1315 0 780 780 522 0 522 4100 Added 21 23 44 13 11 24 0 0 0 10 10 20 88 Total 421 333 754 273 301 574 0 0 0 70 130 200 1528 012 SR 267 6 I -80 EB Off /On Ramp, Base 775 475 1250 430 735 1165 435 0 435 0 430 430 3280 02 SR 89 6 Prosser Dam Rd. Added 90 72 162 102 215 317 125 0 125 0 30 30 634 Base 590 520 1110 315 405 720 185 150 335 65 80 145 2310 Total 865 547 1412 532 950 1482 560 0 560 0 460 460 3914 Added 243 193 436 22 21 43 64 90 154 180 205 385 1018 Total 833 713 1546 337 426 763 249 240 489 245 285 530 3328 013 SR 267 6 Brockway Base 1025 775 1800 480 770 1250 480 430 910 55 65 120 4080 03 Alder Dr. 6 Thayer Dr. Added 64 51 115 72 90 162 26 21 47 0 0 0 324 Base 120 135 255 0 0 0 50 70 120 205 170 375 750 Total 1089 826 1915 552 860 1412 506 451 957 55 65 120 4404 Added 0 0 0 58 85 143 8 7 15 90 64 154 312 Total 120 135 255 58 85 143 58 77 135 295 234 529 1062 014 SR 267 s Schaffer Mill Rd. Base 765 770 1535 770 1025 1795 220 95 315 275 140 415 4060 04 Prosser Dam Rd. 6 Road A Adtletl 16 37 83 51 64 115 7 5 12 11 9 20 230 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 811 807 1618 821 1089 1910 227 100 327 286 149 435 4290 Added 113 113 226 0 0 0 205 180 385 102 127 229 840 Total 113 113 226 0 0 0 280 240 520 162 202 364 1110 015 52 267 6 Northstar Dr. Base 680 640 1320 765 765 1530 285 325 610 0 0 0 3460 *5 Prosser Dam Rd. 6 Road B Added 35 28 63 37 47 84 12 9 21 0 0 0 168 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 715 668 1383 802 812 1614 297 334 631 0 0 0 3628 Added 11 16 27 0 0 0 127 102 229 95 115 210 466 Total 11 16 27 0 0 0 202 162 364 155 190 345 736 016 Donner Pass Rd. 6 Pioneer Trails Base 475 530 1005 290 455 745 515 295 810 0 0 0 2560 06 Prosser Dam Rd. 6 Road C Added 114 54 168 68 132 200 18 14 32 0 0 0 400 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 589 584 1173 358 587 945 533 309 842 0 0 0 2960 Added 48 39 87 8 13 21 114 95 . 209 54 77 131 448 Total 48 39 87 8 13 21 189 155 344 114 152 266 718 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 670 325 995 530 475 1005 0 400 400 0 0 0 2400 07 Prosser Dam Rd. a Road 0 Added 114 48 162 55 114 169 0 7 7 0 0 0 338 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 784 373 1157 585 589 1174 0 407 407 0 0 0 2738 Added 0 0 0 7 10 17 77 54 131 47 67 114 262 Total 0 0 0 7 10 17 152 114 266 107 142 249 532 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 585 575 1160 325 670 995 335 0 335 0 0 0 2490 08 Prosser Dam Rd. 6 East Alder Creek Rd. Added 106 48 154 48 114 162 8 0 8 0 0 0 324 Base 0 0 0 60 75 135 85 60 145 15 25 40 320 Total 691 623 1314 373 784 1157 343 0 343 0 0 0 2814 Added 8 12 20 35 52 87 67 47 114 4 3 7 228 Total 8 12 20 95 127 222 152 107 259 19 28 47 548 *19 Donner Pass Rd. 6 Glenshire Rd. Base 430 515 945 0 0 0 685 660 1345 580 520 1100 3390 010 SR 89 6 Donner Pass Rd. Added 25 27 52 0 0 0 81 21 102 48 106 154 308 Base 485 320 805 515 590 1105 430 520 950 0 0 0 2860 Total 455 542 997 0 0 0 766 681 1447 628 626 1254 3698 Added 252 252 504 193 242 435 132 68 200 134 149 283 1422 PasaBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 737 572 1309 708 832 1540 562 588 1150 157 172 329 4328 Traffix 7.5.1015 )0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2005 PM Peak - Weekday Wed May 21, 2003 15:08:52 Page 5 -3 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 6-1 Gray's crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDMOdLandUse. tfx) Volume NB Link SB Link EB Link MB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 605 425 1030 115 270 385 585 440 1025 495 665 1160 3600 LOS Veh C LOS Veh C I Added 23 17 40 0 0 0 64 10 74 21 81 102 216 0 1 SR 89 6 Rainbow Dr. B 14.2 0.000 B 14.9 0.000 + 0.000 V/C Total 628 442 1070 115 270 385 649 450 1099 516 746 1262 3816 I 0 2 SR 89 6 Prosser Dam Rd. F 55.7 0.000 F OVRFL 0.000 + 0.000 V/C 021 Bridge St. 6 West River St. Base 515 440 955 425 605 1030 315 200 515 35 45 80 2580 0 3 Alder Dr. 6 Thayer Dr. A 9.0 0.000 C 16.4 0.000 + 0.000 V/C Added 16 12 28 17 23 40 7 5 12 0 0 0 80 I Total 531 452 983 442 628 1070 322 205 527 35 45 80 2660 0 4 Prosser Dam Rd. 6 Road A A 0.0 0.000 B 12.1 0.000 + 0.000 V/C 053 0 5 Prosser Dam Rd. 6 Road e A 0.0 0.000 B 10.5 0.000 + 0.000 V/C Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 16 0 16 27 20 47 10 33 43 106 0 6 Prosser Dam Rd. 6 Road C A 0.0 0.000 B 10.9 0.000 + 0.000 V/C Total 0 0 -0 16 0 16 27 20 47 10 33 43 106 I 0 7 Prosser Dam Rd. 6 Road D A 0.0 0.000 A 8.8 0.000 + 0.000 V/C 054 I Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Prosser Dam Rd. 6 East Alder C A 8.6 0.000 8 11.9 0.000 + 0.000 V/C Added 23 0 23 30 23 53 0 0 0 0 30 30 106 I Total 23 0 23 30 23 53 0 0 0 0 30 30 106 0 10 SR 89 6 Donner Pass Rd. F 167.4 0.000 F OVRFL 0.000 + 0.000 V/C 060 0 11 SR 267 6 I -80 WB Off /On Ramp C 29.5 0.670 C 32.4 0.761 + 2.962 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 I Added 30 30 60 30 30 60 0 0 0 0 0 0 120 0 12 SR 267 6 I -80 EB Off /On Ramp D 36.0 0.648 D 49.8 0.825 +13.791 D/V Total 30 30 60 30 30 60 0 0 0 0 0 0 120 I 0 13 SR 267 6 Brockway D 53.0 0.750 D 53.9 0.790 + 0.978 D/V 068 I Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 SR 267 6 Schaffer Mill Rd. C 33.1 0.594 C 34.0 0.636 + 0.869 D/V Added 14 15 29 0 0 0 15 14 29 0 0 0 58 I Total 14 15 29 0 0 0 15 14 29 0 0 0 58 0 15 SR 267 6 Northstar Dr. F 117.3 0.000 F 172.5 0.000 + 0.000 V/C 0 16 Donner Pass Rd. 6 Pioneer Trai C 22.6 0.000 E 44.9 0.000 + 0.000 V/C 0 17 Donner Pass Rd. 6 I -80 WE On R A 9.4 0.000 A 9.7 0.000 + 0.000 V/C • 0 18 Donner Pass Rd. 6 I -80 EB Off C 15.6 0.000 C 18.8 0.000 + 0.000 V/C 0 19 Donner Pass Rd. 6 Glenshire Rd F 101.9 0.000 F 185.2 0.000 + 0.000 V/C 0 20 Donner Pass Rd. 6 Bridge St. F 342.2 0.000 F 367.7 0.000 + 0.000 V/C 0 21 Bridge St. 6 West River St. E 39.0 0.000 E 48.4 0.000 + 0.000 V/C 1 I Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Silt a, a, S a 1111111 , MI a- SS NM a O: 111111 all 'a' i r fl SI • • • 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 7 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 8 -1 Gray's Crossing Gray's Crossing . • without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossing8TDModLandUse .tfx) ( R1- 2005GraysCrossingNTOModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) xa****+*+ a* a *+ * *** +x***********+++ * * *+**a*+ +xxxx* ++**xxxx******+*** ** ** * *+*a *a*. ******+***************a*** **** *******...********+** **** ** **•*+xxxx. * *x** * ** ** * ** Intersection 01 SR 89 6 Rainbow Dr. Intersection 01 SR 89 6 Rainbow Dr. ** ++44x4+ + ** ***************+**+***************** ** * * * * * * * * + *+* * +*** ** * * + *a****. * * ** * ** ***a **x ** * **** : * ** * * **x . . . . ** ** ****+ . * + *a **. +* Average Delay (sec /veh): 14.2 worst Case Level Of Service: B Average Delay (sec /veh): 14.9 Worst Case Level Of Service: B * + «. ***. ************************************ *** ******* ******* * ** * ******a*+ ** ** ** : . * * * * *. * * ***** *** *** **. *** ***. *a ** **a * ****** * . + ++ x xx+ axx* x a *a*. * * .* aaaa .. .. «* Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I 1I 11 11 I 1 1I II 1 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include • Include Include Include Rights: Include Include include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 1 1I 11 II I I 11 11 II I Volume Module: Volume Module: Base Vol: 285 115 5 255 0 0 0 55 Base Vol: 285 115 255 55 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.0 Initial Bse: 285 115 5 255 0 0 0 55 Initial Bse: 285 115 255 55 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.0 Added Vol: 11 10 13 10 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 300 121 5 268 0 0 0 58 Initial Fut: 296 125 268 65 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.0 Final Vol.: 300 121 5 268 0 0 0 58 PHF Adj: 0.9 0.95 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.9 0.9 I II II 11 I PHF Volume: 312 132 282 68 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 Final Vol.: 312 132 282 68 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 Critical Gap Module: I II II 11 1 Critical Gp:xxxxx xxxx xxxxx 4. xxxx xxxx xxxx xxxx xxxxx 6.4 xxx 6. Capacity Module: FollowUpTim:xxxxx xxxx xxxxx 2. xxxx xxxx xxxx xxxx xxxxx 3.5 xxx 3. Cnflict Vol: xxxx xxxx xxxxx 421 xxxx xxxxx xxxx xxxx xxxxx 639 xxxx 361 1 1I II 11 I Potent Cap.: xxxx xxxx xxxxx 1149 xxxx xxxxx xxxx xxxx xxxxx 443 xxxx 689 Capacity Module: Move Cap.: xxxx xxxx xxxxx 1149 xxxx xxxxx xxxx xxxx xxxxx 442 xxxx 689 Cnflict Vol: xxxx xxxx xxxxx 443 xxxx xxxxx xxxx xxxx xxxxx 670 xxxx 377 I II 11 11 I Potent Cap.: xxxx xxxx xxxxx 1128 xxxx xxxxx xxxx xxxx xxxxx 425 xxxx 674 Level Of Service Module: Move Cap.: xxxx xxxx xxxxx 1128 xxxx xxxxx xxxx xxxx xxxxx 424 xxxx 674 Stopped Del:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 1I II II I LOS by Move: * * A * * * * • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 455 xxxxx LOS by Move: * * * A * * * * * * Shrd StpDel:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.2 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - AT • Shared LOS: • * * A • * * * * * B * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 435 xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 14.2 Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.9 xxxxx ApproachLOS: * * * B Shared LOS: * • * A * * * * * * 5 * ApproachDel: xxxxxx xxxxxx xxxxxx 14.9 ApproachLos: * * * ��}} 8 - .✓ Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 9 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 30 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandVse. tfx) - ( R1- 2005GraysCrossingwTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) . «* ** *. *.*.* *.** * **......... ******************** * * ** * * ****** ** ** * **** ***..* ** ** ************************************************** *** *** *** * ***** ***. * * * *I* ** Intersection 82 SR 89 s Prosser Dam Rd. Intersection B2 SR 89 & Prosser Dam Rd. r ***** *** * *a ***r***** ******* ***** ***** * ******* * * ******* ** *« r**** x********♦* ar****************** ** «**************.*.r «******... *****a*. Average * Delay (sec /veh): 55.7 . Worst Case Level Of Service: F Average Delay(sec /veh): 1551. ******* 8 Worst Case Level Of Service: I * * F Approach :a* * *North *Bound ** * ..* ******* , South Bound ***** * East Bound * *. * ** * **** West Bound '** Approach: *** * *North *Bound *** **** South Bound *** ** * * East Bound * *** West • Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II 1 I II 11 II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 1! 0 0 0 0 11 0 0 0 0 1! 0 0 Lanes: 0 0 11 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I II 11 11 I I 11 11 11 1 Volume Module: Volume Module: Base Vol: 130 390 70 5 300 10 10 5 170 50 10 Base Vol: 130 390 70 5 300 10 10 5 170 50 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 390 70 5 300 10 10 5 170 50 10 Initial Bse: 130 390 70 5 300 10 10 5 170 50 10 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 67 3 173 16 3 3 2 16 46 144 20 16 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 137 411 74 5 316 11 11 5 179 53 11 Initial Fut: 197 393 243 21 303 13 12 21 216 194 30 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 137 411 74 5 316 11 11 5 179 53 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 11 II II 1 PHF Volume: 207 414 256 22 319 14 13 22 227 204 32 22 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final vol.: 207 414 256 22 319 14 13 22 227 204 32 22 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: 1 II 11 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowupTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 326 xxxx xxxxx 484 xxxx xxxxx 1061 1089 321 1145 1058 447 1 II 11 II I Potent Cap.: 1245 xxxx xxxxx 1089 xxxx xxxxx 204 217 724 178 227 615 Capacity Module: Move Cap.: 1245 xxxx xxxxx 1089 xxxx xxxxx 176 190 724 119 199 615 Cnflict Vol: 333 xxxx xxxxx 669 xxxx xxxxx 1353 1454 326 1451 1333 542 I II 11 II 1 Potent Cap.: 1238 xxxx xxxxx 930 xxxx xxxxx 128 131 720 110 155 545 Level Of Service Module: Move Cap.: 1238 xxxx xxxxx 930 xxxx xxxxx 83 104 720 53 123 545 Stopped Del: 7.9 xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 II If I LOS by Move: A * * A * * * • * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 7.9 xxxx xxxxx 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 582 xxxxx xxxx 136 xxxxx LOS by Move: A * * A * * • * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.3 xxxxx xxxxx 55.7 xxxxx Movement: LT - LTR - RT LT -.LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * B * • F * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 386 xxxxx xxxx 62 xxxxx ApproachDel: xxxxxx xxxxxx 14.3 55.7 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 32.0 xxxxx xxxxx 1552 xxxxx ApproachLOS: * * B F Shared LOS: * * * • * * * D * * F ApproachDel: xxxxxx xxxxxx 32.0 1551.8 ApproachLOS: * * e F ado. • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO ' 'MW `NM (l in 'a a a , a a a a a a' a ,a se e' a a al a• a ,a IN =II; .a ,a a al: 11111 i - .1 IS 2005 PM Peak _ Weekday Wed May 21, 2003 15:09:19 Page 11 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 12 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUSe. tfx) IR1- 2005GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Onsignalized Method (Future Volume Alternative) ********•**********•************** **********•**** * * * * * * * * ** * * * * * * * * ***** ** * * **** ******«•*******«..*******•*****:**************** ** ***. * * *** * * * ** * * * * * ** * * *.• ** Intersection #3 Alder Dr. a Thayer Dr. Intersection #3 Alder Dr. 6 Thayer Dr. **********«•***********•******************•**«• * * * ** * * * ** ** * * *** ** * * **** ** ** ** **•*******•**********••**:•*******••************** *••* * * ** * * * *•• * * * * * *• * * * * *** *• Average Delay (sec /veh): 9.0 Worst Case Level Of Service: A Average Delay (sec /veh): 16.4 Worst Case Level Of Service: C ********** *******•******************************* ** * ** * * * * * * *** * * * *** ***• * ** **** **************************************************** * * * * *** * * * * * *** *** * ** * ** ** ** Approach: North Bound south Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R 5 - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I I I I I I I I I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 11 0 0 0 1 0 0 0 0 0 11 0 0 Lanes: 0 0 0 0 1 0 0 11 0 0 0 1 0 0 0 0 0 1! 0 0 I II II II I I II II II I Volume Module: Volume Module: Rase vol: 0 120 0 50 135 70 0 Base Vol: 120 0 0 0 50 135 70 0 Growth Adj: 1.0 1.00 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 Growth Adj: 1.0 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Initial Bse: 0 120 0 50 135 70 0 Initial Bse: 120 0 0 0 50 135 70 0 User Adj: 1.0 1.00 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 Added Vol: 0 57 1 1 7 0 6 84 PHF Adj: 0.9 0.95 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 PHF Volume: 0 126 0 53 142 74 0 Initial Fut: 120 57 1 1 57 135 76 84 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.0 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Final Vol.: 0 126 0 53 142 74 0 PHF Adj: 0.9 0.9 0.95 0.95 0.9 0.95 0.95 0.95 0.9 0.95 0.95 0.95 I II II II I PHF Volume: 126 60 1 1 60 142 80 88 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 126 60 1 1 60 142 80 88 FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Mod le: I 11 II II I Critical Gp:xxxxx xxxx 6.2 7.1 xxxx 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim:xxxxx xxxx 3.3 3.5 xxxx 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: xxxx xxxx 53 xxxx xxxx xxxxx xxxx xxxx xxxxx 53 xxxx xxxxx I 11 II II I Potent Cap.: xxxx xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Cnflict Vol: xxxx xxxx 60 534 xxxx 124 168 xxxx xxxxx 60 xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx 1011 460 xxxx 932 1421 xxxx xxxxx 1556 xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx 1011 372 xxxx 932 1421 xxxx xxxxx 1556 xxxx xxxxx Stopped Del:xxxxx xxxx 9.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.3 xxxx xxxxx 1 11 11 II I LOS by Move: * * A • • * * A Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx 9.1 xxxxx xxxx xxxxx 7.5 xxxx xxxxx 7.3 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * A * * • A * A * • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * • * * * • * A • * Shared Cap.: xxxx xxxx xxxxx xxxx 376 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 16.4 xxxxx 7.5 xxxx xxxxx xxxxx xxxx x,Cxxx ApproachLOS: A * • * Shared LOS: • * * C * A * * * * * ApproachDel: 9.1 16.4 xxxxxx xxxxxx ApproachLOS: A C * QQ • O .1 Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 13 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 14 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingMTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method ( Base Volume Al 2000 HCM Unsignalized Method (Future Volume Alternative) *.* *.* * . * * * 04 Prosser Rd. * *6 Road Intersection X4 Prosser *A * ••••• * * *• '• * * ' *•• * *•• «* * ** ` *` * '+ * ` ** Dam * Rd . ** b * Road * A * *+** * * *' *' * * * * * * *+, * ** * ` *` Intersection Average * Delay * * * (sec /veh) * ** ** 0.0 *.. +. *`... * Worst Case * Level * Of Service * * * * * * * * * A Average Delay *(sec /veh+. * *• ** ^ 12.1 * * * * * * * • * * Worst Case Level Of Service: l *. * B Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- *B o T- R 1 11 11 11 1 1 11 11 11 I Control: Stop Sign stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 11 11 11 1 I 11 11 11 I Volume Module: Volume Module: Base Vol: 0 0 0 75 60 Base Vol: 0 0 0 75 0 0 60 Growth Adj: 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bee: 0 0 0 75 60 Initial Bse: 0 0 0 75 0 0 60 User Adj: 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.0 Added Vol: 96 0 17 110 95 18 84 PHF Adj: 0.95 0.9 0.9 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 0 0 0 79 63 Initial Fut: 96 0 17 185 95 18 144 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 0 0 0 79 63 PHF Adj: 0.95 0.95 0.95 0.9 0.9 0:9 0.9 0.95 0.95 0.95 0.95 0.9 1 11 II 11 1 PHF Volume: 101 0 18 195 100 19 152 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 101 0 18 195 100 19 152 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 11 11 11 1 Critical Gp: 6.4 xxxx 6.2 xxxx xxxx xxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 xxxx xxxx xxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1 11 11 11 I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 434 xxxx 245 xxxx xxxx xxxxx xxxx xxxx xxxxx 295 xxxx xxxxx 1 11 11 11 1 Potent Cap.: 583 xxxx 799 xxxx xxxx xxxxx xxxx xxxx xxxxx 1278 xxxx xxxxx Level Of Service Module: Move Cap.: 576 xxxx 799 xxxx xxxx xxxxx xxxx xxxx xxxxx 1278 xxxx xxxxx Stopped Del: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 I1 11 I LOS by Move: * * * * * * * * * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - AT Stopped Del: 12.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * • * * • * A * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: • * * * * * * * * * * * Shared Cap.: xxxx xxxx 799 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 9.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * * Shared LOS: * * A * • * * * • * * ApproachDel: 12.1 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * . 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Licensed to LS&C , Denver, CO Traffix 7.5,1015 (c) 2000 Dowling Assoc. 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S a S S- a ea as 2005 984 Peak - Weekday Wed May 21, 2003 15:09:19 Page 21 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 22 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDMCdLandUse. tfx) ( R1- 2005GraysCrossingNTDMOdLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 RCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative( * * ** Intersection #8 Prosser Dam Rd **; 6 East Alder Creek **** RdR Intersection #8 Prosser Dam * * * * * * * * * * * * * * * * * * * * * " * * ** * ** Rd' 6 East Alder Creek I *** *** Rd* * * *" * * * * * * ** * * ** '* Average * Delay * (sec /veh) * * * * 8.6 * ** * WorstCase * Level * 0f Service: * A Average Delay ( sec /veh). * 11.9 * * * * * Worst * Case Level Of Service: * * * B Approach: * * North Bound ** ** * * * * * * * * South Hound * * * * ** * £ast * Bountl * ** * ** * West * Bound * * * * * * ** *Approach• * ** * * North * * Bountl ** * * * * * SOUih ** Bound * * ** * * * ** * * East Bound * ** " ** * West * Bound * * * * Movement: L - T- R L - T- R 5 - T- R L- T- R Movement: L - T- R 5 - T- R 5 - T- R L- T- R I 1 1 1 1 I I 1 1 11 11 11 I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontr Rights: Include Include Include Include Rights: Include Include Include Inclutle Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 11 11 11 1 1 11 11 II I Volume Module: Volume Module: Base Vol: 5 55 65 20 5 10 Base Vol: 55 65 20 0 10 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 Initial Bse: 5 55 65 2D 5 10 Initial Bse: 55 65 20 0 10 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Added Vol: 35 52 3 12 0 PHF Adj: 0.9 0.9 0.9 0.95 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.95 PasserByVol: 0 0 0 0 0 PHF Volume: 5 58 68 21 5 11 Initial Fut: 90 117 23 12 10 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 Final Vol.: 5 58 68 21 5 11 PHF Adj: 0.9 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.95 1 11 11 11- 1 PHF Volume: 95 123 24 13 • 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 95 123 24 13 11 FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 11 II 11 1 critical Gp: 7.1 xxxx xxxx 7. xxxx 6.2 4.1 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx xxxx 3. xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx cnflict Vol: xxxx xxxx xxxxx 168 xxxx 11 16 xxxx xxxxx xxxx xxxx xxxxx ( 1( 11 11 I Potent Cap.: xxxx xxxx xxxxx 827 xxxx 1076 1615 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx 800 xxxx 1076 1615 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 339 xxxx xxxxx 292 xxxx 15 20 xxxx xxxxx xxxx xxxx xxxxx 1 11 11 11 I Potent Cap.: 619 xxxx xxxxx 665 xxxx 1071 1609 xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 531 xxxx xxxxx 626 xxxx 1071 1609 xxxx xxxxx xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx 9.5 xxxx xxxxx 7.3 xxxx xxxxx xxxxx xxxx xxxxx 1 11 11 11 I L05 by Move: * * * A * * A * " * • • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 11.9 xxxx xxxxx 10.8 xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 1076 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: H * * B * * A * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - -RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * A * • * * * * Shared Cap.: xxxx xxxx 0 xxxx xxxx 1071 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx 8.6 xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachL05: * A * * Shared LOS: * • * * * A * * * * • * ApproachDel: 11.9 8.8 xxxxxx xxxxxx ApproachLOS: B A * * Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • i '® n a® a M' a M 11111 s a -ate lilt a as a MI ND e1111 - a• s- e a S s OM 1 Mr SS - a• MI S 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 23 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 24 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDMOdLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) * * * * * * * * * * ** *444 *444* *444 *********444 * * * * *4*4 * *444* *44444 * * * * * * * * ** *444 ***444444 *************4*** 4a * *** *44* ** *** * *4 *** *** * ** ** ** 444* * * ** *44444 ** * * ** **u * * * ** * ** Intersection 610 SR 89 6 Donner Pass Rd. Intersection 610 SR 89 6 Donner Pass Rd. 4 * *44* *44* **** *4444**** *44 *444 * ** ** *444 * * * *44* 444 *444444**** * ** *444 *4* ** *44444 ** 4 *4 **** *444444444 444444***4444 * *4 «*4 * ****44**** *4 *44********* *444444444* *444 *4* Average Delay (sec /veh): 167.4 Worst Case Level Of Service: F Average Delay (sec /veh): 1827.2 Worst Case Level Of Service: F 4* 444**************************** * **4 *** *** *** * *********4 * ****** ***444 * * * *** **** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R 1 - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 II II I I II II II I Control: Uncontrolled Uncontrolled stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 I 1 1 I I 1 1 I I 1 1 I I II I Volume Module: Volume Module: Base Vol: 210 275 205 310 315 115 0 - Base Vol: 210 275 0 0 205 310 315 0 115 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 275 205 310 315 115 0 Initial Bse: 210 275 0 0 205 310 315 0 115 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Added Vol: 0 149 103 4 145 44 90 42 0 107 24 3 PHF Adj: 0.95 0.95 0.9 A.9 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.9 PasserByVol: 0 -14 14 9 -9 0 0 0 0 9 0 14 PHF Volume: 221 289 216 326 332 121 0 Initial Fut: 210 410 117 13 341 354 405 42 115 116 24 17 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 221 289 216 326 332 121 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I 11 11 II 1 PHF Volume: 221 432 123 14 359 373 426 44 121 122 25 18 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 221 432 123 14 359 373 426 44 121 122 25 18 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: 1 11 11 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 542 xxxx xxxxx xxxx xxxx xxxxx 947 xxxx 216 xxxx xxxx xxxxx 1 11 II 11 I Potent Cap.: 1037 xxxx xxxxx xxxx xxxx xxxxx 292 xxxx 829 xxxx xxxx xxxxx capacity Module: Move Cap.: 1037 xxxx xxxxx xxxx xxxx xxxxx 244 xxxx 829 xxxx xxxx xxxxx Cnflict Vol: 732 xxxx xxxxx 555 xxxx xxxxx 1343 1383 359 1591 1694 493 I 11 11 II I Potent Cap.: 882 xxxx xxxxx 1026 xxxx xxxxx 130 145 690 88 94 580 Level Of Service Module: Move Cap.: 882 xxxx xxxxx 1026 xxxx xxxxx 73 107 690 40 69 580 Stopped Del: 9.4 xxxx xxxxx xxxxx xxxx xxxxx 224.8 xxxx 10.1 xxxxx xxxx xxxxx I 11 11 11 I LOS by Move: A * • • • 4 F • 8 * * * Level Of service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 10.4 xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * A * * * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * • • • * * • 4 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 76 xxxx 281 xxxx 48 xxxxx ApproachDel: xxxxxx xxxxxx 167.4 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.6 xxxx xxxxx 2457 xxxx 34.6 xxxxx 1283 xxxxx ApproachLOS: * * F * Shared LOS: * * * A * • F D • F * ApproachDel: xxxxxx xxxxxx 1827.2 1282.7 ApproachL05: * * F F 4 ,5\1 61 a Traffix 7.5.1015 (c) 2000 Dowling ASSOC. Licensed to LS:C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2005 PM Peak - Weekday Wed May 21, 2003 15:09:19 Page 25 -1 2005 931 Peak - Weekday Wed May 21, 2003 15:09:20 Page 26 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDMOdLandUse .tfx) Level Of Service Computation Report Level Of service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM OperationsMethod (Future Volume Alternative) *a «**. « * s a «*** .. ** a * **« 4******* Intersection .a* 811 ** SR 4267 41 -80t*a WB «** *** a «a Off /On Ramp *...* . a *. « «.* x* * «a **x .. **.aaa***..** .***. ** « * * a s Intersection X11 * SR « 267 6 s 1-80 WB Off /On x. * ** * Ramp * x.. ** **.» « aaa .x** ***aaaaa* ** : * aaa ax «*a * * ** *x •a*** as as «*+** ♦x* * * + «* a♦ ** «* a♦ **** a *** * ±u* Cycle (sec): 100 Critical Vol. /Cap. (X): 0.670 • Cycle (sec): 100 Critical Vol. /Cap. (X): 0.761 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 29.5 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 32.4 Optimal aaa Cycle: 56 Level Of Service: C Optimal Cycle: * * * * * «*«** *********a * *. v*« * ** s *** « *******a*aas . *»* ** . .. ******** 69 *x « «aaaaa* **aaa Level *a Of * Service: . * **a « *. 0 x aaa «* *x «a*« * a x malls a«* * x Leve «****x *a* « .. i x+ Approach: North Bound south Bound East Bound West Bound Approach: North Hound South Bound East Bound West Bound Movement: 0-- T - R L - T - R L T - R L - T - R Movement: L- T- R 0- - T- R L - T- R L- T- R 1 11 11 11 I 1 11 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 1 11 11 11 1 I 11 11 11 I Volume Module: Volume Module: Base Vol: 515 220 210 115 220 265 Base Vol: 515 220 210 115 220 0 265 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Initial Bse: 515 220 210 115 220 265 Initial Bse: 515 220 210 115 220 0 265 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 216 102 150 0 0 37 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 542 232 221 121 232 279 Initial Fut: 515 436 312 265 220 0 302 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Reduced Vol: 542 232 221 121 232 279 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 542 459 328 279 232 0 318 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 Final Vol.: 542 232 221 121 232 279 Reduced Vol: 542 459 328 279 232 0 318 1 11 11 11 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 542 459 328 279 232 0 318 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 1 11 11 11 I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: Final Sat.: 1805 1900 0 - 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 II 1 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Vo1/Sat: 0.30 0.12 0.00 0.00 0.12 0.07 0.00 0.00 0.00 0.16 0.00 0.17 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 9 1615 Crit Moves: **** **** **** 1 11 11 1.1 1 Green /Cycle: 0.45 0.62 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.26 0.00 0.26 Capacity Analysis Module: Volume /Cap: 0.67 0.20 0.00 0.00 0.67 0.43 0.00 0.00 0.00 0.62 0.00 0.67 Vol /Sat: 0.30 0.24 0.00 0.00 0.17 0.17 0.00 0.00 .0.00 0.16 0.00 0.20 Delay /Veh: 23.9 8.2 0.0 0.0 43.9 38.0 0.0 0.0 0.0 35.8 0.0 37.5 Crit Moves: **** * * ** 1 **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.39 0.62 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.26 0.00 0.26 AdjDel /Veh: 23.9 8.2 0.0 0.0 43.9 38.0 0.0 0.0 0.0 35.8 0.0 37.5 Volume /Cap: 0.76 0.39 0.00 0.00 0.76 0.76 0.00 0.00 0.00 0.61 0.00 0.76 DesignQueue: 18 5 0 0 10 6 0 0 0 10 0 12 Delay /Veh: 31.0 9.7 0.0 0.0 43.9 45.2 0.0 0.0 0.0 35.7 0.0 42.2 *a* a a********* a*** xx* *x. * *.* * * * * **a * * * * * *. **a* * ** *alas * * * * ***.** **aa.x*a** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 31.0 9.7 0.0 0.0 43.9 45.2 0.0 0.0 0.0 35.7 0.0 42.2 ' DesignQueue: 20 10 0 0 15 12 0 0 0 10 0 14 ************************************************* *********************** *** * **** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • WO ®' a rem a a • INS MI is ss MN WM Mt s INN IN - - r .- s - _ a a _ _ - fl - - - _ e a • 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 27 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 28 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ..+4444+4+4+ * * * *+x** ** * + + r*+** *++* *+++. **** * +x+r***** ***+ *+*r.++ ++++ *x ** * ++..++ r **** **++*+r *r**++***x++*+x++r* . r ♦ . r r*+ + ++ . * *xx* *xxxxrx*xxxxx*r *xrx*r *xx r*xx+r Intersection 612 SR 267 6 1 -80 EB Off /0n Ramp Intersection 912 SR 267 6 1 -80 EB Off /On Ramp ..******.*+.+ r.+*********** x.* * ****** *++* *x.. : *.r..*+ * * *+++ ***xxxxx.++*. *+.*++r* +.+*x+********************x* xr r*++r*+.+ r++*+* r+** **r+*+* ****r**r.++ * * *+r * * * * * * *+ Cycle (sec): 175 Critical Vo1. /Cap. (X): 0.648 Cycle (sec): 175 Critical Vol. /Cap. (X): 0.825 Loss Time (sec): 12 (Y +R . 4 sec) Average Delay (sec /veh): 36.0 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 49.8 Optimal Cycle: 57 Level Of Service: D Optimal Cycle: 98 Level Of Service: D .+» x«.***************************************** * *** * * * * *** *** * ** * ** * *x » * *** ** ************************************************* +* * * ** *** * ** ** *** * * * *** *** * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound south Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L- T- R L- T- R L - T- R L- T- R 1 II II 11 I 1 11 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 11 11 I1 1 I 11 11 11 I Volume Module: Volume Module: Base Vol: 650 125 305 125 85 35 Base Vol: 650 125 305 125 85 35 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 650 125 305 125 85 35 Initial Bse: 650 125 305 125 85 35 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 90 0 30 72 125 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 684 132 321 132 89 Initial Fut: 740 125 335 197 210 35 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 684 132 321 132 89 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 779 132 353 207 221 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 684 132 321 132 89 Reduced Vol: 779 132 353 207 221 I 11 II 11 I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 779 132 353 207 221 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1 11 11 11 I Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 11 1 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.36 0.08 0.18 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: * * ** * * ** **** 1 11 It 11 I Green /Cycle: 0.00 0.56 0.56 0.27 0.83 0.00 0.10 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.65 0.15 0.65 0.08 0.00 0.65 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.41 0.08 0.20 0.11 0.00 0.16 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 28.4 18.9 59.0 2.7 0.0 66.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: **** *** +44 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.50 0.50 0.24 0.73 0.00 0.20 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 28.4 18.9 59.0 2.7 0.0 86.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.83 0.16 0.83 0.15 0.00 0.83 0.00 0.00 0.00 0.00 0.00 Designoueue: 0 33 6 24 2 0 8 0 0 0 0 0 Delay /Veh: 0.0 43.5 24.2 75.7 7.0 0.0 85.8 0.0 0.0 0.0 0.0 0.0 + r*««*+***+ x+*****+ x*****. x*.* rr**««***«+ x* * *+ * *+ *+r. «++r *+ *+r « *x * +* * * *** User DelAdj: 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 43.5 24.2 75.7 7.0 0.0 85.8 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 43 7 28 6 0 18 0 0 0 0 0 ************************************************** * * * ** * ****** * * *** * * **** * * *r*** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, GO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LSCC , Denver, CO • 2005 821 Peak - Weekday Wed May 21, 2003 15:09:20 Page 29 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 - Page 30 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) (R1- 2005GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative)20 HCM Operations Method ( Future Volume Alternative) k********* *** Intersection #13 * SR * * * 267 6 Brockway 4444* * 44 44** * * ** »44 44*** * * ** *******» 4444** **** ** * Intersection * #13 SR 267 6 Brockway **** * * * * * * * * * * * * » * ** * ****** ** ******** 4444 4444 . * » ** * * *** *** * * * * **** *» »» ***** »* Cycle (sec): 160 Critical Vol./Cap. (X): * 0.750 Cycle 18 Critical * Vol. /Cap. (X): - 0.79 * 0 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 53.0 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 53!9 Optimal C y*** cle * *** » *90 , * * * * * * *. * * ** Level Of ** * *Service`* * ** * * * * * * * * * * * » *** Optimal. y* c. **** * ** **101 ** * * * * * * * * * * ** * Level *** Of * * » Service : * * * * ** ****** * ** D ***» Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East West Bound Movement: L- T - R L - T - B L - T - R L - T - R Movement: L- T- R L- T- R L - T- R 1, - T *B o- R I 11 II 11 1 1 11 11 1I I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 11 0 0 I II II I1 I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 340 670 15 50 340 90 60 420 15 40 Base Vol: 340 670 15 50 340 90 60 420 15 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Initial Bse: 340 670 15 50 340 90 60 420 15 40 initial Bse: 340 670 15 50 340 90 60 420 15 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Added Vol: 0 64 0 0 51 21 26 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 358 705 16 53 356 95 63 442 16 42 Initial Fut: 340 734 15 50 391 111 86 420 15 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduced Vol: 358 705 16 53 358 95 63 442 16 42 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 PHF Volume: 358 773 16 53 412 117 91 442 16 42 1LF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 358 705 16 53 358 95 63 442 16 42 Reduced Vol: 358 773 16 53 412 117 91 442 16 42 I 11 II II I PCE Adj: 1,00 1.00 1,00 1.00 1,00 1.00 1,00 1.0 1.00 1.00 1.0 1.00 saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 358 773 16 53 412 117 91 442 16 42 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.74 1.00 0.85 0.71 1.00 0.71 1 I1 II II I Lanes: 1.00 0.98 0.02 1.00 1.00 1.00 1.00 0.00 1.00 0.28 0.00 0.72 Saturation Flow Module: Final Sat.: 1805 1852 42 1805 1900 1615 1402 0 1615 372 0 977 Sat /1.ane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 1I II I1 I Adjustment: 0.95 1.00 1,00 0.95 1.00 0.85 0,73 1.00 0.85 0.68 1.00 0.68 Capacity Analysis Module: Lanes: 1.00 0.98 0.02 1.00 1.00 1.00 1.00 0.00 1.00 0.28 0.00 0.72 Vol /Sat: 0.20 0.38 0.38 0.03 0.19 0.06 0.04 0.00 0.27 0.04 0.00 0.04 Final Sat.: 1805 1856 38 1805 1900 1615 1387 0 1615 355 0 932 Grit Moves: ** **' ** 1 11 11 11 I Green /Cycle: 0.28 0.51 0.51 0.04 0.27 0.27 0.36 0.00 0.36 0.36 0.00 0.36 Capacity Analysis Module: Volume /Cap: 0.71 0.75 0.75 0.75 0.71 0.22 0.12 0.00 0.75 0.12 0.00 0.12 Vol /Sat: 0.20 0.42 0.42 0.03 0.22 0.07 0.07 0.00 0.27 0.05 0.00 0.05 Delay /Veh: 62.8 38.6 38.6 121.1 64.3 51.8 38.1 0.0 55.4 38.1 0.0 38.1 Crit Moves: * * ** * *** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Green /Cycle: 0.27 0.53 0.53 0.04 0.29 0.29 0.35 0.00 0.35 0.35 0.00 0.35 AdjDel /Veh: 62.8 38.6 38.6 121.1 64.3 51.8 38.1 0.0 55.4 38.1 0.0 38.1 Volume /Cap: 0.74 0.79 0.79 0.79 0.74 0.25 0.19 0.00 0.79 0.13 0.00 0.13 DesignQueue: 27 39 1 5 28 7 4 0 30 1 0 3 Delay /Veh: 65.7 38.8 38.8 131.3 62,2 48.5 41.3 0.0 60.4 40.4 0.0 40.4 **** »**************»**»»*******»*»*»*********** **** * » » * * * * * * * ** * ***** * * » * * » * *. * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 65.7 38.8 38.8 131.3 62.2 48.5 41.3 0.0 60.4 40.4 0.0 40.4 DesignQueue: 28 41 1 5 31 8 6 0 31 1 0 3 *»*********************************************** ******* * **** ******* * *** * * ****** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO ON - MIN ® OMNI Mel e!• MI ■I I i l I IS Mill s MI IS MO i i i a r i a i i i i A i i i i i • 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 31 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 32 -1 Gray's Crossing - Gray's Crossing without Mitigation Measures • without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) 2000 HCM Operations Method (Future: olume Alternative) ...x. «.*x . * * ** * ** i * ****** *x * * *** ** . * **** *«***x x ** ** *** * ***. *...** ^.*xx. ^. *^ **. * * * * * * *. * ***x * * * ****. * ** * * *. ` * *** * ** * * * ** * * *********** ` * * ** Intersection 414 SR 267 6 Schaffer Mill Rd. Intersection 414 SR 267 6 Schaffer Mill Rd. ** «u »* **..*. «xxx......* * ** xxxx.xxx«x:.******* * * ******* * ** ** * **** * * * ** * * * * ** ***** *** u«******** ** *** *x** ** * ** * ** ** * * * **** * * *** xxxxx * * * ** **** * * * *** ****** * ** Cycle (sec): 180 Critical Vol. /Cap. (X): 0.594 Cycle (sec): 180 Critical Vol. /Cap. (X): 0.636 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 33.1 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (set /veh): 34.0 Optimal Cycle: 51 Level Of Service: C Optimal Cycle:OPTIMIZED Level Of Service: 0 x ** * *. . **x *.. * * ** ** * *xxx* . * ** **** x ******+ ** * * * *r xxx * ** *.xxx * ** *** r * * *** ***** ** * * *** **** *** *.. * ** * *. *x *xx. * ** *** ** * * * * **** * *. *x * * * * *x *...... .. * *. Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 1I 11 11 1 1 11 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 1 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 40 670 55 80 640 50 145 70 60 210 Base Vol: 40 670 55 80 640 50 145 70 60 210 • Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Initial Bse: 40 670 55 80 640 50 145 70 60 210 Initial Bse: 40 670 55 80 640 50 145 70 60 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Added Vol: 0 46 0 9 37 5 7 0 0 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 42 705 58 84 674 53 153 74 63 221 Initial Fut: 40 716 55 89 677 55 152 70 60 221 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduced Vol: 42 705 58 84 674 53 153 74 63 221 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 PHF Volume: 42 754 58 94 713 58 160 74 63 233 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 '0 0 0 0 Final Vol.: 42 705 58 84 674 53 153 74 63 221 Reduced Vol: 42 754 58 94 713 58 160 74 63 233 1 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 42 754 58 94 713 58 160 74 63 233 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.65 0.65 0.85 0.53 0.53 0.85 I 11 11 11 I Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.03 1.00 0.93 0.07 1.00 Saturation Flow Module: Final Sat.: 1805 1900 1615 1805 1900 1615 1194 39 1615 924 73 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.65 0.65 0.85 0.51 0.51 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.03 1.00 0.93 0.07 1.00 Vol /Sat: 0.02 0.37 0.04 0.05 0.35 0.03 0.13 0.13 0.05 0.07 0.07 0.14 Final Sat.: 1805 1900 1615 1805 1900 1615 1194 37 1615 892 71 1615 Crit Moves: *** **** *** 1 11 11 11 I Green /Cycle: 0.04 0.62 0.62 0.08 0.66 0.66 0.23 0.23 0.23 0.23 0.23 0.23 Capacity Analysis Module: Volume /Cap: 0.54 0.59 0.06 0.59 0.54 0.05 0.56 0.56 0.20 0.30 0.30 0.59 Vol /Sat: 0.02 0.40 0.04 0.05 0.38 0.04 0.13 0.13 0.05 0.07 0.07 0.14 Delay /Veh: 91.6 21.0 13.2 86.8 16.6 10.8 63.6 63.6 56.1 57.9 57.9 64.3 Crit Moves: *** *** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.04 0.62 0.62 0.08 0.67 0.67 0.23 0.23 0.23 0.23 0.23 0.23 AdjDel /Veh: 91.6 21.0 13.2 86.8 16.6 10.8 63.6 63.6 56.1 57.9 57.9 64.3 Volume /Cap: 0.56 0.64 0.06 0.64 0.56 0.05 0.59 0.59 0.20 0.31 0.31 0.64 DesignQueue: 4 29 2 8 25 2 12 0 6 5 0 18 Delay /Veh: 94.3 22.2 13.2 88.8 16.8 10.5 65.4 65.4 56.6 58.7 58.7 66.5 x***.*..*.**********.** x****....** x* xx*.«»:** * * * *. ** * * * * *** * *** * * * * * ** * *. * **** user DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 94.3 22.2 13.2 88.8 16.8 10.5 65.4 65.4 56.6 58.7 58.7 66.5 DesignQueue: 4 32 2 9 27 2 13 0 6 5 0 19 ************************************************** * * * * **** * *** * ***** * **** * * ** * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 33 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 34 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 RCM Unsignalized Method 2000 RCM Unsignalized Method (Future Volume Alternative) «+ +*.a + + ++ * * ** * * * . * ***. ***** ** * ****a * ** * *x + * * **** * * * * * * * * * * * * * ` } e ....a ` + + + f } e **** **. **** * * * ** **** **** +** *** ** * ** **** ` ******* * * * *. « «. + + + +..... Intersection 815 SR 267 6 Northstar Dr. Intersection 015 SR 267 6 Northstar Or. Average + Delay *( sec /veh):**,* 117 + y * * * * * * ** * worst * Case * Level Of * Service: *** *..*F Average * Delay * (sea /veh): * *. * 172.5 * + * * + * * * +` Worst * Case + Level *Of *Service • ********4****************** F ** * +. + Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound ' East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- 8 Movement: L - T- A L - T- R L - T- R L - T - R 1 11 11 11 1 1 11 11 11. I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 1 0 1 1 , 0 1 0 1 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 11 I1 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 85 595 525 240 170 0 115 0 Base Vol: 85 595 525 240 170 115 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 85 595 525 240 170 0 115 0 Initial Bse: 85 595 525 240 170 115 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 Added Vol: 0 35 28 9 12 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.9 PasserByVol: 0 0 0 0 '0 0 PHF Volume: 89 626 553 253 179 0 121 0 Initial Fut: 85 630 553 249 182 115 Reduct Vol: 0 0 .0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 89 626 553 253 179 0 121 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 I 11 11 11 1 PHF Volume: 89 663 582 262 192 121 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 89 663 582 262 192 121 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: 1 11 11 11 1 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxx 6.2 xxxx xxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxx 3.3 xxxx xxx xxxx Cnflict Vol: 805 xxxx xxxxx xxxx xxxx xxxxx 1358 xxxx 553 xxxx xxxx xxxxx I 11 11 11 I Potent Cap.: 828 xxxx xxxxx xxxx xxxx xxxxx 166 xxxx 537 xxxx xxxx xxxxx Capacity Module: . Move Cap.: 828 xxxx xxxxx xxxx xxxx xxxxx 152 xxxx 537 xxxx xxxx xxxxx Cnflict Vol: 844 xxxx xxxxx xxxx xxxx xxxxx 1424 xxxx 582 xxxx xxxx xxxxx 1 11 11 II 1 Potent Cap.: 801 xxxx xxxxx xxxx xxxx xxxxx 151 xxxx 517 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 801 xxxx xxxxx xxxx xxxx xxxxx 138 xxxx 517 xxxx xxxx xxxxx Stopped Del: 9.9 xxxx xxxxx xxxxx xxxx xxxxx 187.4 xxxx 13.6 xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: A * * * * F * B * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 10.1 xxxx xxxxx xxxxx xxxx xxxxx 272.5 xxxx 14.1 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 LOS by Move: B * * * * * F * 5 * • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT. Shared LOS: * • * • * * * * • * • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 ApproachDel: xxxxxx xxxxxx 117.3 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * 1 • Shared LOS: • * * • • * * * * • * ApproachDel: xxxxxx xxxxxx 172.5 xxxxxx ApproachLOS: * * F Ni Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L5&C , Denver, CO -. UM all 111011111111MSSIIMIIMI=111111110111111111111111111IIIMMIIIII SI M= a a - a 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 35 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 36 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingwToModLandUse. tfx) ( R1- 2005GraysCrossingMTDModtandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) r*"***..**.************ a*** ************.******** ** *********u * ***** * * * * * **u * * *** *******************.uu********** * *. *** * * * *. * * ** ** * ** ** * *** ***** Intersection 416 Donner Pass Rd. & Pioneer Trails Intersection A16 Donner Pass Rd. a Pioneer Trails *****************«.***..***********************.* * **** * ***.* * *** * * **** * * ***• * ** *********** u"************************************* * * * * * ** *** * * * * * ** ** **** * * * * ** Average Delay (sec /veh): 22.6 Worst Case Level Of Service: C Average Delay (sec /veh): 44.9 worst Case Level Of Service: 2 "**************"«****************************** ** *** * * ** **** * * * * *** * *** * * * ** *** ******************** * ** * * * * * * * * * * * * *. * * * * * * *. ** * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 I I 11 I I II I I I I I Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1 11 II 11 1 I 11 II II I Volume Module: Volume Module: ' Base Vol: 195 280 0 190 100 175 340 0 Base Vol: 195 280 190 100 175 340 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 195 280 0 190 100 175 340 0 Initial Bse: 195 280 190 100 175 340 User Adj: 1,00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 0 114 54 14 18 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 205 295 0 200 . 105 184 358 0 Initial Fut: 195 394 244 114 193 340 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 205 295 0 200 105 184 358 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 1 II II 11 1 PHF Volume: 205 415 257 120 203 358 Critical Gap Module: Reduct Vol: 0 0 0 0 -0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 205 415 257 120 203 358 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II 11 11 I Critical Gp: 4.1 xxxx xxxx xxxxx xxxx xxxxx 6.4 xxx 6.2 xxxx xxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxx 3.3 xxxx xxx xxxx Cnflict Vol: 305 xxxx xxxxx xxxx xxxx xxxxx 905 xxxx 200 xxxx xxxx xxxxx 1 11 11 11 I Potent Cap.: 1267 xxxx xxxxx xxxx xxxx xxxxx 309 xxxx 846 xxxx xxxx xxxxx Capacity Module: • Move Cap.: 1267 xxxx xxxxx xxxx xxxx xxxxx 271 xxxx 846 xxxx xxxx xxxxx Cnflict Vol: 377 xxxx xxxxx xxxx xxxx xxxxx 1082 xxxx 257 xxxx xxxx xxxxx 1 11 11 11 1 Potent Cap.: 1193 xxxx xxxxx xxxx xxxx xxxxx 243 xxxx 787 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 1193 xxxx xxxxx xxxx xxxx xxxxx 211 xxxx 787 xxxx xxxx xxxxx Stopped Del: 8.4 xxxx xxxxx xxxxx xxxx xxxxx 42.5 xxxx 12.3 xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: A * * * • E * B • * * Level Of Service Module: Movement: LT - LTR - AT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx 100.4 xxxx 13.3 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: A * * * * • F * 0 * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTA - RT LT - LTR - RT LT - LTA - RT LT - LTA - RT Shared L05: * * * " * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 22.6 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachL05: * C * Shared LOS: * * * * t * " * • ApproachDel: xxxxxx xxxxxx 44.9 xxxxxx ApproachLOS: * * E " I13 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS4c , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 37 -1 2005 YM Peak - Weekday Wed May 21, 2003 15:09:20 Page 38 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDMOdLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Method (Future +• + +.• +* *••• * *++ * *e* * * as . *B *aaaa * *a * +* *** * B e B * +*• ** * * * * *+*aa* *B+ * *•• + + +•*a •••* •• a + *•• * •* * * *t* * aa* * as *+ aaa*aaa **•* *aa * (Future * * ***+* * + * *•B *a****+ •.. * *** *•a as* Intersection X17 Donner Pass Rd. & I -80 WB On Ramp Intersection X17 Donner Pass Rd. s I -80 WB On Ramp * * * * : • : + * * * * * +• + + + + + * *as * * * * ** ** •* Average * Del B ay(sec /veh)R * * * * * 9 4 Worst Case Service: Average Delay ( sec /veh)9 7 Worst Case Level Of Service : * * * * * . • A B North Bound :. * * * * * * * * *+ * * * ** * East Bound * West * .. * * *a *Bound B* *Boa * * Approach: B B North Bound •• * * • * South Bound * * * * * * * * + *B * * *B* * East *a * a West B * Approach: South Bound . Movement: L - T- R 0 - T- R L T- R L T- R Movement: L - T- R 0 - T - R 0 - T - R 0 - T- R I 11 II II I 1 11 II 11 1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11 11 11 I 1 II II 11 I Volume Module: Volume Module: Base Vol: 195 475 325 205 0 Base Vol: 195 475 325 205 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Initial Bse: 195 475 325 205 0 Initial Bse: 195 475 325 205 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 Added Vol: 0 114 48 7 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.95 0.9 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 205 500 342 216 0 Initial Fut: 195 589 373 212 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Final Vol.: 205 500 342 216 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.9 1 11 11 11 1 PHF Volume: 205 620 393 223 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 205 620 393 223 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 11 II 11 1 Critical Gp: 4.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxx xxxx xxxx xxxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxx xxxx xxxx xxxx xxxxx Cnflict Vol: 558 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II - II II I Potent Cap.: 1023 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 1023 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 616 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II 11 11 1 Potent Cap.: 974 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 974 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 II 11 11 I LOS by Move: A * * * * * * * * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 9.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: A * • • * * * * • * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * • * * * * a * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx' xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * * Shared LOS: * * * • * * • * * * • ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachL05: * * 1. * l Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • e m e a Ma nil -- u- MN - - a MN 1 Se = - • all 1 1 M S 1 I__ NM 1. M. • 2005 PM'Peak - Weekday Wed May 21, 2003 15:09:20 Page 39 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 40 -1 Gray's crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ........... *********.***********.*..*...*.**..***. ..* * ***.* *.*... * ** ** ** *s** * * ** ******.*.************* .... * *** * * *** **. * *..* * *. * * * *.* *..* ** Intersection #18 Donner Pass Rd. 6 I -80 ED Off Ramp Intersection #18 Donner Pass Rd. & I -80 EB Off Ramp . * * *** ******. * * *.« ************«.********....*.** *.* * *. *. ** *** * * *.*. * * * *.. *.... ******..*********************..*********.*:.***** * ** * * ** *.**u ** **. ****. *** * * *** Average Delay (sec /veh): 15.6 Worst Case Level Of Service: C Average Delay (sec /veh): 18.8 Worst Case Level Of Service: C .**.*•**•******** ** * * ** * * * * * * *** * * * * * * * * *. * * * *** xxx *. * ** *** * ** * * ** * * * *** * * * * ** ** *****.*.*.*.******************************.******* * * * * * * * * ** *. * * *.. * * * * * ** * * * *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound south Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 11 11 II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I II 11 11 I I II II 11 I Volume Module: Volume Module: Base Vol: 585 0 325 0 85 250 0 Base Vol: 585 325 85 250 Growth Adj: 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 585 0 325 0 85 250 0 Initial Bse: 585 325 85 250 User Adj: 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 106 48 8 0 PHF Adj: 0.9 0.95 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 PHF Volume: 616 0 342 0 89 263 0 Initial Flit: 691 373 93 250 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 616 0 342 0 89 263 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 I 11 11 11 I PHF Volume: 727 393 98 263 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 727 393 98 263 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Mod le: 1 II II II I Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxx 6.4 xxx 6.2 xxxx xxx xxxxx Capacity Module: FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxx 3.5 xxx 3.3 xxxx xxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 958 xxxx 342 xxxx xxxx xxxxx 1 II II 11 I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 288 xxxx 705 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 288 xxxx 705 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1120 xxxx 393 xxxx xxxx xxxxx 1 11 11 II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 231 xxxx 661 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 231 xxxx 661 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 23.0 xxxx 13.1 xxxxx xxxx xxxxx I II II 11 I LOS by Move: * * * * C * B * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 31.7 xxxx 14.0 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS. by Move: * • • * * D B * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: • * * * * • • * * • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 15.6 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachL05: * * C * Shared LOS: * * * • * * * * * * • * ApproachDel: xxxxxx xxxxxx 18.8 xxxxxx ApproachLOS: * * C • I ka Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • • 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 41 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 42 -1 Gray's Crossing - Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) . Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized (Future Volume ***** *** * *+ . * ** * **. * * * **** * * * * *. * *«xx* +*** **.. . * **.. * * ** * *. *x . * * * * * * * * **** * * ** * ****** ** * *** * *. * * * * * ***. * ** * *** * * * ** * * ***. **.. ** * ***** * * * « «,* Intersection *19 Donner Pass Rd. .. Glenshire Rd. Intersection *19 Donner Pass Rd. 6 Glenshire Rd. * ** * * ... .... + **: + * *. * **** ** * * *. x . . x ** ********+ *.** .*... ** * *. ..**.... * * ** ** ***** * ******** ** *. * ** ** *.**. * ***+ * * *. * * *. *** ** *_ «.+ *x +...... « * ** ....... * Average Delay (sec /veh): 101.9 Worst Case Level Of Service: F Average Delay (sec /veh): 185.2 Worst Case Level Of Service: F ***« :. ** « . + * * ** *x * * *** *+ + * + ** ** * * * ** * * * + * * * * *** ** ** . * ** * *. : * *** ** *. ** *. * « ** ** x * * ** *** * * * ** * * + ' **** **. ** Approach: North Bound South Bound East Bound West Bound * Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R 2. - T- R I II 11 11 1 I II II 11 I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 0 I 11 I I 11 1 1 II 1 1 11 I Volume Module: Volume Module: Base Vol: 230 200 0 320 365 150 430 Base Vol: 230 200 320 365 150 430 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 230 200 0 320 365 150 430 Initial Bse: 230 200 320 365 150 430 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00. 1.00 1.00 1.0 Added Vol: 0 25 81 0 27 21 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 242 211 0 337 384 158 453 Initial Fut: 230 225 401 365 177 451 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 242 211 0 337 384 158 453 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 I 11 1I 11 I PHF Volume: 242 237 422 384 186 475 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 242 237 422 384 186 475 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: 1 11 1I 11 1 Critical Gp: 6.4 xxx 6.2 xxxx xxxx xxxxx xxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxx 3.3 xxxx xxxx xxxxx xxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: 1105 xxxx 337 xxxx xxxx xxxxx xxxx xxxx xxxxx 721 xxxx xxxxx 1 11 11 11 I Potent Cap.: 235 xxxx 710 xxxx xxxx xxxxx xxxx xxxx xxxxx 890 xxxx xxxxx Capacity Module: Move Cap.: 200 xxxx 710 xxxx xxxx xxxxx xxxx xxxx xxxxx 890 xxxx xxxxx Cnflict Vol: 1269 xxxx 422 xxxx xxxx xxxxx xxxx xxxx xxxxx 806 xxxx xxxxx I 11 11 II I Potent Cap.: 187 xxxx 636 xxxx xxxx xxxxx xxxx xxxx xxxxx 827 xxxx xxxxx Level Of Service Module: Move Cap.: 151 xxxx 636 xxxx xxxx xxxxx xxxx xxxx xxxxx 827 xxxx xxxxx Stopped De1:180.0 xxxx 12.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx xxxxx I 11 11 11 I LOS by Move: F * 0 * * * * * A * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped De1:352.8 xxxx 14.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.4 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: F * B * * * * * * A * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.9 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: ' * * * * * * A * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 101.9 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.6 xxxx xxxxx ApproachLOS: F * * * Shared LOS: * * * * * * * * * B * * ApproachDel: 185.2 xxxxxx •xxxxxx xxxxxx ApproachL05: F * * Traffix 7.5.1015 (c) 2000 Dowling Assoc.. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO fl all - a i - - - -- - _ MI MI - OM i IIII ME ea ME a In a MI - - MN MI I 1111111 MO a 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 43 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 44 -1 . Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************************** * * ***** * * * * * * * * *** * * * * * ******* ***************************** ** *** * * * * * * * * * * * * * * * *** * * * «u *** Intersection #20 Donner Pass Rd. 6 Bridge St. Intersection #20 Donner Pass Rd. 6 Bridge St. ************************************************** ** * * * ** * ** ** ** * * * * * ** * **** ** ** ************-************************************ **** * ***** * ** * * * ** *** *** * * ** **** Average Delay (sec /veh): 342.2 Worst Case Level Of Service: F Average Delay (sec /veh): 367.7 Worst Case Level Of Service: F ******************************* ****************** ** * * * * ** * **** * * * * * *** ** *** * * * ** ************************************************* * *** * ** * * * * * * * * * * * * * * *** ***** ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- 8 L - T- R L - T- R L- T- R I II II II I I 11 II II I Control: Uncontrolled Uncontrolled Stop Sign stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 1 11 II 1I I I 11 II 11 I Volume Module: Volume Module: Base Vol: 140 215 250 10 75 30 45 405 135 215 270 '10 Base Vol: 140 215 250 10 75 30 45 405 135 215 270 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 140 215 250 10 75 30 45 405 135 215 270 10 Initial Bse: 140 215 250 10 75 30 45 405 135 215 270 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 23 0 0 0 0 58 6 11 10 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PassersyVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 147 226 263 11 79 32 47 426 142 226 284 11 Initial Fut: 140 215 273 10 75 30 45 463 141 226 280 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 147 226 263 11 79 32 47 426 142 226 284 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I 11 11 11 I PHF Volume: 147 226 287 11 79 32 47 487 148 238 295 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 147 226 287 11 79 32 47 487 148 238 295 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I 1I II II 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 111 xxxx xxxxx 489 xxxx xxxxx 916 900 95 1053 784 358 I II 11 11 I Potent Cap.: 1492 xxxx xxxxx 1084 xxxx xxxxx 255 280 968 206 327 691 Capacity Module: Move Cap.: 1492 xxxx xxxxx 1084 xxxx xxxxx 20 248 968 0 289 691 Cnflict Vol: 111 xxxx xxxxx 514 xxxx xxxxx 933 924 95 1098 796 370 1 11 11 11 1 Potent Cap.: 1492 xxxx xxxxx 1062 xxxx xxxxx 248 271 968 192 322 680 Level Of Service Module: Move Cap.: 1492 xxxx xxxxx 1062 xxxx xxxxx 0 240 968 0 285 680 Stopped Del: 7.4 xxxx xxxxx 8.3 xxxx xxxxx 1041 375 9.4 0.0 xxxx xxxxx 1 11 11 11 I LOS by Move: A * * A * * F F A * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 7.4 xxxx xxxxx 8.4 xxxx xxxxx 0.0 513 9.4 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 295 LOS by Move: A • * A * * * F A * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 90.7 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT shared LOS: * * * * * * * * * F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 290 ApproachDel: xxxxxx xxxxxx 342.2 51.3 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 106.4 ApproachLOS: * * F F Shared LOS: * * * * * * * * * F ApproachDel: xxxxxx xxxxxx 367.7 59.8 ApproachLOS: * * F F • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 45 -1 2005 PM Peak - Weekday Wed May 21, 2003 15:09:20 Page 46 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDMOdLandUse .tfx) ( R1- 2005GraysCrossingNTDMOdLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report . « «« «. * * 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alt ternative) *xSt *6 Wes * * Riv Stx . « « * + *. « «....« « *xxx «.. *...... «. :. «« « x «* 6 x West « RiverSt * * * « « « «* «.. .. +.« Intersection 921 Bridge * « «* **** **** * ** * *x *x x «**** ** * * * « : : «. : * « «..x Intersection 921 Bridge St «xx **x**** * u *«a x «* Average Delay (sea /veh) *39.0 Worst Case Level Of Servervice ice: x** ♦ * E Average Delay ec /ve (sh)e *48.4Worst Case Level LeOf Servervicice' l E ***** * * **a * a«* ***** xx « ** * *** ***x xxx ***** * *a *x* « S x * ** *** x* *a** « * /ve ** *x * * « **«* * ** ***** *** *** *****aa *vel « * ** ** * ** **** * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L-21- R 11 II I1 I I 11 II 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 - 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 l 0 1 I II 11 II I I 11 II II I Volume Module: Volume Module: Base Vol: 60 445 10 30 260 135 140 5 170 10 20 Base Vol: 60 445 10 30 260 135 140 170 10 5 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.09 1.00 Initial Bse: 60 445 10 30 260 135 140 5 170 10 20 Initial Bse: 60 445 10 30 260 135 140 170 10 5 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 Added Vol: 0 16 0 0 12 5 7 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 63 468 11 32 274 142 147 5 179 11 21 Initial Fut: 60 461 10 30 272 140 147 170 10 5 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Final Vol.: 63 468 11 32 274 142 147 5 179 11 21 PHF Adj: 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 I 11 11 I 1 PHF Volume: 63 485 11 32 286 147 155 179 11 5 21 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 63 485 11 32 286 147 155 179 11 5 21 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 - -critical Gap Module: I II II 11 I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6. 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4. 3.3 3.5 4.0 3.3 Cnflict Vol: 416 xxxx xxxxx 479 xxxx xxxxx 1021 1013 345 1100 1079 474 I II 1I II I Potent Cap.: 1154 xxxx xxxxx 1094 xxxx xxxxx 217 241 703 191 220 595 Capacity Module: l Move Cap.: 1154 xxxx xxxxx 1094 xxxx xxxxx 192 221 703 131 202 595 Cnflict Vol: 434 xxxx xxxxx 496 xxxx xxxxx 1053 1045 360 1132 1114 491 I 11 11 11 1 - Potent Cap.: 1137 xxxx xxxxx 1078 xxxx xxxxx 206 230 689 182 210 582 Level Of Service Module: Move Cap.: 1137 xxxx xxxxx 1078 xxxx xxxxx 182 211 689 124 1931 582 Stopped Del: 8.3 xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx 11.3 1 11 11 1 1 I LOS by Move: A * * A 8 * • B Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.4 xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx 12.0 xxxxx xxxx 11.4 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 193 xxxx xxxxx 149 xxxx xxxxx LOS by Move: A * * A * * * * B * * I 8 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 70.9 xxxx xxxxx 32.1 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * F * * D * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 183 xxxx xxxxx 140 xxx, xxxxx ApproachDel: xxxxxx xxxxxx 39.0 20.2 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 89.0 xxxx xxxxx 33.8 xxx, xxxxx ApproachLOS: * * E C Shared LOS: * * * * * * F * * D * 1 * ApproachDel: xxxxxx xxxxxx 48.4 21.0 ApproachLOS: * * if C • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MO a O■ ail 111111 Mg OM OM IIIIII la lin IIIIII a MO s a ■� ■a 1 1 Increased Development Alternative 2005 No Project and Plus Project Intersection LOS 1 Summer Weekend PM Peak Hour 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 1 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .t£x) ( R1- 2005GraysCrossingNTDMOdLandUse .tfx) Scenario Report Trip Generation Report Scenario: 2005 PM Peak - Weekend Forecast for PM Peak - Weekend Command: Default Command Volume: 2005 PM Peak. - Weekend Zone Rate Rate Trips Trips Total, & Of Geometry: Default Geometry X Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.35 0.32 70 64 134 13.7 Routes: Default Routes Zane 1 Subtotal 70 64 . 134 13.7 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.35 0.32 48 44 92 9.4 Zone 2 Subtotal 48 44 92 9.4 3 Planning Are 58.00 Single Famile 0.35 0.32 20 19 39 4.0 Zone 3 Subtotal 20 19 39 4.0 4 Planning Are 32.00 Single Family 0.35 0.32 11 10 21 2.1 Zone 4 Subtotal 11 10 21 2.1 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.8 5 Planning Are 5.00 Fitness Center 0.67 0.36 3 2 5 0.5 Zone 5 Subtotal 15 17 32 3.3 6 Planning Are 42.00 Single Family 0.35 0.32 15 13 28 2.9 Zone 6 Subtotal 15 13 28 2.9 7 Planning Are 29.00 Single Family 0.35 0.32 10 9 19 1.9 Zone 7 Subtotal 10 9 19 1.9 8 Planning Are 135.00 Apartment /Loft 0.32 0.16 43 22 65 6.6 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 12.8 Zone 8 Subtotal 97 94 191 19.5 9 Planning Are 120.00 Multi- Family 0.24 0.22 29 26 55 5.6 Zone 9 Subtotal 29 26 55 5.6 10 Church 17.50 Church 2.15 0.75 38 13 51 5.2 Zone 10 Subtotal 38 13 51 5.2 11 Planning Are 34.80 Specialty Pieta 1.02 1.28 35 45 80 8.2 11 Planning Are 4.10 Office 0.20 0.17 1 1 2 0.2 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 19.4 11 Planning Are 15.00 Church 2.15 0.75 32 11 - 43 4.4 11 Planning Are 7.20 Community Cent 0.31 0.32 2 2 4 0.4 Zone 11 Subtotal - 165 154 319 32.5 TOTAL 518 463 981 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO ale MO OM s a i_ In a a a UM MI - a Mil Mt I e r _ _ _ _ - _ a a ■111 - • ■1111 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 3 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GrayscrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) ' Trip Distribution Report Turning Movement Report PM Peak - Weekend Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 01 SR 89 6 Rainbow Dr. Base 0 199 90 16 364 0 0 0 0 53 0 14 736 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 14 0 0 0 0 13 0 0 50 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 211 101 16 378 0 0 0 0 66 0 14 786 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 B.3 5.8 1.7 2.5 7.5 92 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 59 262 55 11 390 16 16 5 136 60 7 11 1028 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 89 3 176 18 4 5 3 19 62 167 20 17 583 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 148 265 231 29 394 21 19 24 198 227 27 28 1611 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 83 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 77 0 1 2 7 0 0 7 107 201 Total 0 0 0 77 0 1 2 7 0 0 7 107 201 To Gates 12 13 14 15 16 17 18 19 20 21 22 84 Prosser Dam Rd. 6 Road A Zon Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 109 0 21 0 0 0 0 99 115 21 95 0 460 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 109 0 21 0 0 0 0 99 115 21 95 0 460 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. 6 Road B 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 11 0 2 0 0 0 0 106 13 2 105 0 239 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 11 0 2 0 0 0 0 106 13 2 105 0 239 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.B 06 Prosser Dam Rd. 6 Road C 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.D 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 38 1 6 0 1 9 10 64 34 6 60 0 229 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 38 1 6 0 1 9 10 64 34 6 60 0 229 To Gates 07 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 0 0 8 9 62 0 0 57 0 136 Total 0 0 0 0 0 8 9 62 0 0 57 0 136 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. & East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 . 1.7 1.7 0.8 8.3 3.3 Added 10 0 0 0 0 43 47 4 11 0 4 0 119 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 10 0 0 0 0 43 47 4 11 0 4 0 119 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 010 5R 89 6 Donner Pass Rd. 8 B.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 189 229 0 0 265 321 147 0 129 0 0 0 1280 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 165 116 4 174 54 100 46 0 124 28 4 815 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 189 380 130 13 430 375 247 46 129 133 28 18 2118 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 4 -2 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModtandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume *11 SR 267 & I -80 WB Off /On Ramp *20 Donner Pass Rd. 6 Bridge St. Base 421 165 0 0 248 146 0 0 0 263 0 253 1496 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 241 0 0 124 175 0 0 0 0 0 40 580 Added 0 0 24 0 0 0 0 59 8 14 12 0, 117 Total 421 406 0 0 372 321 0 0 0 263 0 293 2076 Total 0 0 24 0 0 0 0 59 8 14 12 0 117 *12 SR 267 6 I -80 EB Off /On Ramp *21 Bridge St. 6 West River St. Base 0 511 76 392 183 0 75 0 382 0 0 0 1619 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 97 0 36 87 0 144 0 0 0 0 0 364 Added 0 17 0 0 15 7 7 0 0 0 0 0 46 Total 0 608 76 428 270 0 219 0 382 0 0 0 1983 Total 0 17 0 0 15 7 7 0 0 0 0 0 46 *13 SR 267 & Brockway *53 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 69 0 0 62 25 28 0 0 0 0 0 184 Added 0 0 0 8 0 12 0 27 0 0 12 0 59 Total 0 69 0 0 62 25 28 0 0 0 0 0 184 Total 0 0 0 8 0 12 0 27 0 0 12 0 59 #14 SR 267 6 Schaffer Mill Rd. *54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 50 0 11 45 7 7 0 0 0 0 12 132 Added 0 29 0 31 0 0 0 0 0 0 0 0 60 Total 0 50 0 11 45 7 7 0 0 0 0 12 132 Total 0 29 0 31 0 0 0 0 0 0 0 0 60 #15 SR 267 & Northstar Dr. *60 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 38 0 0 34 11 12 0 0 0 0 0 95 Added 0 32 0 0 38 0 0 0 0 0 0 0 70 Total 0 38 0 0 34 11 12 0 0 0 0 0 95 Total 0 32 0 0 38 0 0 0 0 0 0 0 70 4116 Donner Paso Rd. 6 Pioneer Trails *68 Base 191 179 0 0 358 106 103 0 200 0 0 0 1137 Base 0 0 0 0 0 0 0 0 0 0 0 0 0. Added 0 126 0 0 65 17 19 0 0 0 0 0 227 Added 16 0 0 0 0 0 0 0 18 0 0 0 34 Total 191 305 0 0 423 123 122 0 200 0 0 0 1364 Total 16 0 0 0 0 0 0 0 18 0 0 0 34 #17 Donner Pass Rd. & I -80 WB On Ramp Base 160 364 0 0 305 253 0 0 0 0 0 0 1082 Added 0 126 0 0 55 10 0 0 0 0 0 0 191 Total 160 490 0 0 360 263 0 0 0 0 0 0 1273 *18 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 450 0 0 305 0 74 0 280 0 0 0 1109 Added 0 116 0 0 55 0 11 0 0 0 0 0 182 Total 0 566 0 0 360 0 85 0 280 0 0 0 1291 #19 Donner Pass Rd. 6 Glenshlre Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 33 0 0 0 0 83 0 28 27 0 171 Total 0 0 33 0 0 0 0 83 0 28 27 0 171 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSUC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSUC , Denver, CO a OM m a ME a a a a m MO ME M■ ■■r Ma In 1.1. 11110 an N In 0 0___ a MI MO __ NM i n 1101111. 1111. • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 5 -1 2005 PM Peak - Weekend Wed May 21, - 2003 15:10:27 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Link Volume Report Volume NB Link SB Link EB Link WE Link Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 411 SR 267 6 I -80 BB Off /On Ramp Base 586 511 1097 394 418 812 0 567 567 516 0 516 2992 41 SR 89 6 Rainbow Dr. Added 241 124 365 299 281 580 0 175 175 40 0 40 1160 Base 289 417 706 380 213 593 0 0 0 67 106 173 1472 Total 827 635 1462 693 699 1392 0 742 742 556 0 556 4152 Added 23 27 50 14 12 26 • 0 0 0 13 11 24 100 Total 312 444 756 394 225 619 0 0 0 80 117 197 1572 412 SR 267 6 I -80 EB Off /On Ramp Base 587 565 1152 575 586 1161 457 0 457 0 468 468 3238 42 SR 89 6 Prosser Dam Rd. Added 97 87 184 123 241 364 144 0 144 0 36 36 728 Base 376 586 962 417 289 706 157 82 239 78 71 149 2056 Total 684 652 1336 698 827 1525 601 0 601 0 504 504 3966 Added 268 233 501 27 23 50 84 114 198 204 213 417 1166 Total 644 819 1463 444 312 756 241 196 437 282 284 566 3222 913 SR 267 6 Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 43 Alder Dr. 6 Thayer Dr. Added 69 62 131 87 97 184 28 25 53 0 0 0 368 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 69 62 131 87 97 184 28 25 53 0 0 0 368 Added 0 0 0 78 109 187 9 8 17 114 84 198 402 Total 0 0 0 78 109 187 9 8 17 • 114 84 198 402 414 SR 267 6 Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Prosser Dam Rd. 6 Road A Added 50 45 95 63 69 132 7 7 14 12 11 23 264 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 45 95 63 69 132 7 7 14 12 11 23 264 Added 130 136 266 0 0 0 214 204 418 116 120 236 920 Total 130 136 266 0 0 0 214 204 418 116 120 236 920 415 SR 267 6 Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 45 Prosser Dam Rd. 6 Road B Added 38 34 72 45 50 95 12 11 23 0 0 0 190 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 38 34 72 45 50 95 12 11 23 0 0 0 190 Added 13 15 28 0 0 0 119 116 235 107 108 215 478 Total 13 15 28 0 0 0 119 116 235 107 108 215 478 *16 Donner Pass Rd. 6 Pioneer Trails Base 370 558 928 464 282 746 303 297 600 0 0 0 2274 46 Prosser Dam Rd. 6 Road C Added 126 65 191 82 145 227 19 17 36 0 0 0 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 496 623 1119 546 427 973 322 324 636 0 0 0 2728 Added 45 41 86 10 11 21 108 107 215 66 70 136 458 Total 45 41 86 10 11 21 108 107 215 66 70 136 458 417 Donner Pass Rd. 6 I -80 BB On Ramp Base 524 305 829 558 364 922 0 413 413 0 0 0 2164 47 Prosser Dam Rd. 6 Road D Added 126 55 181 65 126 191 0 10 10 0 0 0 382 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 650 360 1010 623 490 1113 0 423 423 0 0 0 2546 Added 0 0 0 8 9 17 71 65 136 57 62 119 272 Total 0 0 0 8 9 17 71 65 136 57 62 119 272 418 Donner Pass Rd. 6 I -80 EB Off Ramp Base 450 585 1035 305 524 829 354 0 354 0 0 0 2218 48 Prosser Dam Rd. 6 East Alder creek Rd. Added 116 55 171 55 127 182 11 0 11 0 0 0 364 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 566 640 1206 360 651 1011 365 0 365 0 0 0 2582 Added 10 11 21 43 47 90 62 57 119 4 4 8 238 Total 10 11 21 43 47 90 62 57 119 4 4 8 238 419 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 410 SR 89 6 Donner Pass Rd. Added 33 28 61 0 0 0 83 27 1I0 55 116 171 342 Base 418 394 812 586 376 962 276 510 786 0 0 0 2560 Total 33 28 61 0 0 0 83 27 110 55 116 171 342 Added 281 298 579 232 269 501 146 82 228 156 166 322 1630 PasaBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 699 692 1391 818 645 1463 422 592 1014 179 189 368 4236 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:27 Page 5 -3 2005 PM Peak - Weekend Wed May 21, 2003 15:10:46 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUSe. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 24 22 46 0 0 0 67 12 79 26 83 109 234 0 1 SR 89 6 Rainbow Dr. 8 14.1 0.000 C 15.2 0.000 + 0.000 V/C Total 24 22 46 0 0 0 67 12 79 26 83 109 234 I 0 2 SR 89 6 Prosser Dam Rd. D 33.8 0.000 F OVRFL 0.000 + 0.000 V/C 021 Bridge St. 6 West River St. I Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 5R 89 6 Donner Pass Rd. D 25.4 0.000 F OVRFL 0.000 + 0.000 V/C Added 17 15 32 22 24 46 7 7 14 0 0 0 92 I Total 17 15 32 22 24 46 7 7 14 0 0 0 92 0 11 SR 267 a I -80 W8 Off /On Ramp C 30.4 0.650 C 32.2 0.729 + 1.878 D/V 053 0 12 SR 267 6 I -80 E8 Off/On Ramp D 36.9 0.612 D 51.1 0.813 +14.198 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 I Added 0 0 0 20 0 20 27 24 51 12 35 47 118 0 16 Donner Pass Rd. 6 Pioneer Trai C 19.0 0.000 D 31.9 0.000 + 0.000 V/C Total 0 0 0 20 0 20 27 24 51 12 35 47 118 0 17 Donner Pass Rd. 6 I -80 WB On R A 9.3 0.000 A 9.7 0.000 + 0.000 V/C 054 I Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Donner Pass Rd. 6 I -80 EB Off B 14.3 0.000 C 16.6 0.000 + 0.000 V/C Added 29 0 29 31 29 60 0 0 0 0 31 31 120 Total 29 0 29 31 29 60 0 0 0 0 31 31 120 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 32 38 70 38 32 70 0 0 0 0 0 0 140 Total 32 38 70 38 32 70 0 0 0 0 0 0 140 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 18 34 0 0 0 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO M IIIIII 111111111 =I ® n • i n — ® — — — Q x 1- 1 1 1_ 1 1 1 1 x 1 1 1 1 1 1 • • • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:46 Page 7 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:46 Page 8 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse .tfx) • Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Onsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) •..••.•..•.•••..• .................. x............. ..............•................ ******....... ....... .....................•....... .................x.......♦x.... Intersection k1 SR 89 6 Rainbow Or. Intersection k1 SR 89 6 Rainbow Dr. . x ..............•.............................. x. ..x............................ ..................... x.......................•... ............................... Average Delay (sec /veh): 14.1 Worst Case Level Of Service: B Average Delay (sec /veh): 15.2 Worst Case Level Of Service: C .. u...«....x x.....................x ............ ............................... ..................******......******............ .......................•.... ».• Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L - T- R L - T- R L- T- R Movement:. L- T- R L- T- R L- T- R L- T- R I 1I 11 11 1 1 11 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 1 11 11 11 1 1 11 ' 11 11 I Volume Module: Volume Module: Base Vol: 0 199 90 16 364 0 0 53 14 Base Vol: 199 90 16 364 53 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 0 199 90 16 364 0 0 53 14 Initial Bse: 199 90 16 364 53 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 Added Vol: 12 11 0 14 13 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 0 209 95 17 383 0 0 56 15 Initial Fut: 211 101 16 378 66 14 Redact Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Final Vol.: 0 209 95 17 383 0 0 56 15 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 0.9 0.95 1 11 11 11 1 PHF Volume: 222 106 17 398 69 15 Critical Gap Module: Redact Vol: 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 Final Vol.: 222 106 17 398 69 15 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 Critical Gap Module: I II 11. 11 I Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxx xxxxx xxx xxxx 6.4 xxx 6.2 Capacity Module: FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxx xxxxx xxx xxxxx 3.5 xxx 3.3 Cnflict Vol: xxxx xxxx xxxxx 304 xxxx xxxxx xxxx xxxx xxxxx 674 xxxx 257 1 11 II 11 I Potent Cap.: xxxx xxxx xxxxx 1268 xxxx xxxxx xxxx Xxxx xxxxx 423 xxxx 787 Capacity Module: Move Cap.: xxxx xxxx xxxxx 1268 xxxx xxxxx xxxx xxxx xxxxx 419 xxxx 787 Cnflict Vol: xxxx xxxx xxxxx 328 xxxx xxxxx xxxx xxxx xxxxx 707 xxxx 275 1 11 11 11 1 Potent Cap.: xxxx xxxx xxxxx 1242 xxxx xxxxx xxxx xxxx xxxxx 405 xxxx 768 Level Of Service Module: - Move Cap.: xxxx xxxx xxxxx 1242 xxxx xxxxx xxxx xxxx xxxxx 401 xxxx 768 Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I 11 11 11 I LOS by Move: * • A • • • • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 464 xxxxx LOS by Move: • • A • • • * • * • • Shrd StpDel:xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.1 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * • • A * • • * • • B • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 437 xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 14.1 Shrd StpDel:xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 15.2 xxxxx ApproachLOS: * * * B Shared LOS: • . • A • • • • • * C • ApproachDel: xxxxxx xxxxxx xxxxxx 15.2 ApproachLOS: . * * C b Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:46 Page 9 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 10 -1 Gray's Crossing _ Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingfTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report « «x.. « 2000 HCM Unsignalized Method (Base Volume 2000 HCM Unsignalized Method (Future Volume . «.. Intersection 82 SR 89 6 Prosser Dam Rd. Intersection X2 SR 89 6 Prosser Dam Rd * * * * * * * * * * * * * ** * * * * ** x * * *.....x*.. «.....xx....*. ... * x ** x * x***«*. x « * * *. . x «.. * ** x . . . «. * *.* * ** * * **. * *. . * ** ** * *** ** * * * **** * *. ** ** * * *. . . * * * ** * * *. .....« . ** . . .... «. . . .. : *. .. «.« « *... . .. +* Average Delay (sec /veh): 33.8 Worst Case Level 0 Average Delay (sec /veh(: 1356.9 Worst Case Level Of Service: * ** F Ap : North Round South Bound East Bound West Bound Approach * * *' « *******•***************************************************** * : North Bound «x * South Bound East Bound * West B * ** * ** ** * * x x. «..... * ** * * ** « ** ** * *I lund Movement: L T - R L - T- R 1 - T- R L- T- R Movement: L - T- R L - T- R L - T- R 1..-T- R 1 11 11 11 I 1 11 11 I I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 0 0 1) 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 1 11 11 II 1 1 II 11 II I Volume Module: Volume Module: Rase Vol: 59 262 55 11 390 16 16 136 60 7 11 Base Vol: 59 262 55 11 390 16 16 5 136 60 7 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 59 262 55 11 390 16 16 136 60 7 11 Initial Bse: 59 262 55 11 390 16 16 5 136 60 7 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Added Vol: 89 3 176 18 4 5 3 19 62 167 20 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 62 276 58 12 411 17 17 143 63 7 12 Initial Fut: 148 265 231 29 394 21 19 24 198 227 27 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 62 276 58 12 411 17 17 143 63 7 12 PHF Adj: 0.95 0.95 0.95 0.95.0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 11 11 11 1 PHF Volume: 156 279 243 31 415 22 20 25 ' 208 239 28 29 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 156 279 243 31 415 22 20 25 208 239 28 29 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: 1 1I 11 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 427 xxxx xxxxx 334 xxxx xxxxx 881 900 419 945 879 305 1 11 11 11 I Potent Cap.: 1143 xxxx xxxxx 1237 xxxx xxxxx 270 280 639 244 288 740 Capacity Module: Move Cap.: 1143 xxxx xxxxx 1237 xxxx xxxxx 247 262 639 177 269 740 Cnflict Vol: 437 xxxx xxxxx 522 xxxx xxxxx 1228 1321 426 1316 1210 401 1 11 11 11 1 Potent Cap.: 1134 xxxx xxxxx 1055 xxxx xxxxx 156 158 633 136 184 654 Level Of Service Module: Move Cap.: 1134 xxxx xxxxx 1055 xxxx xxxxx 111 130 633 68 152 654 stopped Del: 8.2 xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: A * A * * * • * Level Of Service Module: Movement: LT - LTR - AT LT - LTR - RT LT - LTA - AT LT - LTR - AT Stopped Del: 8.2 xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 529 xxxxx xxxx 205 xxxxx LOS by Move: A . A • * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.9 xxxxx xxxxx 33.8 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTA - RT shared LOS: * * * * * * * B * * 1 D * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 361 xxxxx xxxx 79 xxxxx ApproachDel: xxxxxx xxxxxx 14.9 33:8 Shrd StpDel:xzxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 35.5 xxxxx xxxxx 1357 xxxxx ApproachLOS: * * B D Shared L05: • * * • * * * E * * F * ApproachDel: xxxxxx xxxxxx 35.5 1356.9 ApproachLOS: * * 5 F 24 e 6 0 . Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 11111 11111 11111 sr s 11111 11111 a S as 11111 11111 11111 11111 11111 11111 11111 11111 11111 as a- a• a• ea ON N s- NM as Oa aMI • aa _ M_ 2005 PM Peak - weekend Wed May 21, 2003 15:10:47 Page 11 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 12 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx)• ( R1- 2005GraysCrossingNTOMOdLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM UnsignalizedMethod( BaseVolume Alternative( 2000 HCM Unsignalized Method (Future Volume •••♦♦♦* ++ ♦ aa**a0* a • signalized ( Meth•• ( (Saxe • ♦alum• • ♦♦terat**e ((*( * *ma. :.. ♦♦ • ♦ ♦ * ♦ ♦♦ + * *aa * *M *♦ *t*♦*** *mm *♦** ♦ ++*axe * M **a *aat**e * * * ** *•(axe.. Intersection 410 SR 89 & Donner Pass Rd. Intersection 810 SR 89 6 Donner Pass Rd. ** * ***** *** *** **** .« ** * ♦*d ta*+*+a. *** * **** * * ♦******* ***. a ** *********d* ***** * * ♦* *a * ****x u *******************♦♦*************♦***** * **e** *** * ** ******** ****** ** ** Average Delay (sec /veh): 25.4 Worst Case Level Of Service: D Average Delay (sec/veh): 1900.2 Worst Case Level Of Service: F * *** ** **** **♦*** •a*♦ : * ***u a ******* **** M xxxx*+( * ***** ***a * **** ******* ** M *♦*a * *** ***a *** ***a* ***a : u♦*a *****• ****** **( **** ♦ ♦ as * e* * + a ♦xS x s *ax* e** *♦*+** x * *** Approach: North Bound South Bound East Bound west Bound Approach: North Bound South Bound East Sound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 II II 1 I II II I1 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 1 11 II 11 I I 11 11 II I Volume Module: Volume Module: Base Vol: 189 229 265 321 147 129 Base Vol: 189 229 0 0 265 321 147 0 129 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 229 265 321 147 129 Initial Bse: 189 229 0 0 265 321 147 0 129 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 165 116 4 174 54 100 46 0 124 28 4 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 9 -9 0 0 0 0 9 0 14 PHF Volume: 199 241 279 338 155 136 Initial Fut: 189 380 130 13 430 375 247 46 129 133 28 18 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 199 241 279 338 155 136 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 11 11 II I PHF Volume: 199 400 137 14 453 395 260 48 136 140 29 19 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 199 400 137 14 453 395 260 48 136 140 29 19 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: 1 11 11 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 617 xxxx xxxxx xxxx xxxx xxxxx 918 xxxx 279 xxxx xxxx xxxxx 1 11 11 11 I Potent Cap,: 973 xxxx xxxxx xxxx xxxx xxxxx 304 xxxx 765 xxxx xxxx xxxxx Capacity Module: Move Cap.: 973 xxxx xxxxx xxxx xxxx xxxxx 256 xxxx 765 xxxx xxxx xxxxx Cnflict Vol: 847 xxxx xxxxx 537 xxxx xxxxx 1371 1415 453 1636 1741 468 I II 11 11 1 Potent Cap.: 799 xxxx xxxxx 1041 xxxx xxxxx 125 139 611 82 88 599 Level Of Service Module: Move Cap.: 799 xxxx xxxxx 1041 xxxx xxxxx 64 103 611 33 65 599 Stopped Del: 9.6 xxxx xxxxx xxxxx xxxx xxxxx 38.4 xxxx 10.7 xxxxx xxxx xxxxx 1 II 11 11 1 LOS by Move: A * * * • * E * B * * • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 11.0 xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: .B • • A * * * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * • • * * * • * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 68 xxxx 266 xxxx 40 xxxxx ApproachDel: xxxxxx xxxxxx 25.4 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx 1726 xxxx 44.3 xxxxx 1900 xxxxx ApproachLOS: • * D * Shared LOS: • • * A * * F • E • F • ApproachDel: xxxxxx xxxxxx 1097.2 1900.2 ApproachLOS: • * F F 38 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling ASSOC. Licensed to LS&C , Denver, CO • • • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 13 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 14 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures' ( R1- 2005GraysCrossingNTDMOdLand0se. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ** * *« * ** «. **«vim*************** as * * * * ** ** *** * * «.** **** * ***. * ** ** * * * * *** * «aa * * ** * * «* *** ***. *L *** ** **.**« ** * ** *a ***** ** * **v* **** ** **. Intersection 411 SR 267 s 1 -80 WB Off /On Ramp Intersection 411 SR 267 6 I -80 WB Off/On Ramp Cycle (sec): 100 Critical Vol. /Cap. (X): 0.650 Cycle (sec): 100 Critical Vol. /Cap. (X): 0.729 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 30.4 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 32.2 Optimal Cycle: 53 Level Of * ycle: * ** * * * ** *a * . * . * Service. C Optimal Cy * ** * * *, * , * ** * ** * Cycle: 64 Level Of Se Levvice: ** C * * t**** * cle * ** Lava* *L Service « « * ** Optimal m******************************* cle Lev .. i **..La Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T1 - R 1 11 I I I I I I I I II 11 i I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: . 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 .0 0 1 0 Lanes: 1 0 '1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 1 11 I I II 1 I II II 11 I Volume Module: Volume Module: - Base Vol: 421 165 248 146 263 253 Base Vol: 421 165 248 146 263 0 253 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Initial Bse: 421 165 248 146 263 253 Initial Bse: 421 165 248 146 263 0 253 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 241 124 175 0 0 40 PHF Adj: 0.95 0.95 0.9 0.9. 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 443 174 261 154 277 266 Initial Fut: 421 406 372 321 263 0 293 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Reduced Vol: 443 174 261 154 277 266 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 443 427 392 338 277 0 308 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 Final Vol.: 443 174 261 154 277 266 Reduced Vol: 443 427 392 338 277 0 308 1 11 11 II I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Saturation Flow Module: 441.E Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 443 427 392 338 277 0 308 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 1 11 11 11 I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: Final Sat.: 1805 1900 0 0 1900 1615 ' 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Vol /Sat: 0.25 0.09 0.00 0.00 0.14 0.10 0.00 0.00 0.00 0.19 0.00 0.16 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Crit Moves: * * ** * *** * * ** 1 11 11 11 I Green /Cycle: 0.38 0.59 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.29 0.00 0.29 Capacity Analysis Module: Volume /Cap: 0.65 0.16 0.00 0.00 0.65 0.45 0.00 0.00 0.00 0.65 0.00 0.57 Vol /Sat: 0.25 0.22 0.00 0.00 0.21 0.21 0.00 0.00 D.00 0.19 0.00 0.19 Delay /Veh: 27.9 9.4 0.0 0.0 39.8 35.3 0.0 0.0 0.0 34.5 0.0 31.6 Crit Moves: * * ** * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.34 0.62 0.00 0.00 0.28 0.28 0.00 0.00 0.00 0.26 0.00 0.26 AdjDel /Veh: 27.9 9.4 0.0 0.0 39.8 35.3 0.0 0.0 0.0 34.5 0.0 31.6 Volume /Cap: 0.73 0.36 0.00 0.00 0.73 0.74 0.00 0.00 0.00 0.73 0.00 0.73 DesignQueue: 16 4 0 0 12 7 0 0 0 11 0 11 Delay /Veh: 33.6 9.5 0.0 0.0 37.4 38.8 0.0 0.0 0.0 40.8 0.0 40.4 * * ** ***** ******* * ** * **** *LLL * ******* ** * ***aaa***** **LL ** * * * *** ***p * *a* * * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 33.6 9.5 0.0 0.0 37.4 38.8 0.0 0.0 0.0 40.8 0.0 40.4 Designoueue: 17 10 0 0 17 14 0 0 0 12 0 13 L*** aa*****«L********LL**a** L***.**** a*L********« ** * **LL*L* * * ** *** * * * * * *. ** ***** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 1.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MI _® I MIS MN -_ a® MB MI IS NIB OM • MI _ _ _ - _ �■■ _ r a _ _ _ - _ _ • _ a o • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 15 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 16 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUSe .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) * * * * *. «* * * * * * *** * «« ***********uu************** * ** * * ** * * * * *** * ** *: : * * * * * ** ** *..** ********************************::::******** * * ** * ** * ** ** *. *:** * * * * * * ***** Intersection 412 SR 267 6 I -80 ES Off /On Ramp Intersection 412 SR 267 & I -80 EB Off /On Ramp ********«..*********** * : * ** * ****** ** * * * :* * * * ** * ** * * *** ************«.********************************* ** * * * * * * * ** * *** * **** *** * * * **** ** Cycle (sec): 175 Critical Vol. /Cap. (X): 0.612 Cycle (sec): 175 Critical Vol. /Cap. (X): 0.813 Loss Time (sec): 12 (Y+R ■ 4 sec) Average Delay (sec /veh): 36.9 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 51.1 Optimal Cycle: 53 Level Of Service: D Optimal Cycle: 94 Level Of Service: D ******************************* ******************* * *** * * ** ** * * ** **** * ** ***** **** ************************************************* * * * * * * ** * * * ** * * * ** * * *** * * * * * * ** Approach: North Bound South Sound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 5 - T- R L- T- R Movement: L - T- R L- T - 5 L - T- R L- T- R I 11 11 11 1 I 11 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 511 76 392 183 75 38 Base Vol: 511 76 392 183 75 38 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 511 76 392 183 75 38 Initial Bse: 511 76 392 183 75 38 • User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 97 0 36 87 144 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 538 80 413 193 79 Initial Fut: 608 76 428 270 219 38 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 538 80 413 193 79 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 640 80 451 284 231 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 538 80 413 193 79 Reduced Vol: 640 80 451 284 231 1 11 11 11 1 PcE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 640 80 451 284 231 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 ) 11 II 11 I Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.28 0.05 0.23 0.10 0.00 0.06 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: **** * ** * 1 11 11 11 I Green /Cycle: 0.00 0.46 0.46 0.37 0.84 0.00 0.10 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.61 0.11 0.61 0.12 0.00 0.61 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.34 0.05 0.25 0.15 0.00 0.17 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 36.5 26.7 46.2 2.6 0.0 84.5 0.0 0.0 0.0 0.0 0.0 Crit Moves: User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.41 0.41 0.31 0.72 0.00 0.21 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 36.5 26.7 46.2 2.6 0.0 84.5 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.81 0.12 0.81 0.21 0.00 0.81 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 30 4 27 3 0 7 0 0 0 0 0 Delay /Veh: 0.0 51.7 31.6 64.9 8 :0 0.0 82.0 0.0 0.0 0.0 0.0 0.0 ********************************************** **:* ***!** * * *** ** *** * * * ** *** ****** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 51.7 31.6 64.9 8.0 0.0 82.0 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 40 5 32 8 0 18 0 0 0 0 0 **************************************** ********** * **** * * ** * * *** ** ** ** * * * ** * * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 17 -1 2005 PM Peak - Weekend Wed May 21, 2003 15:10:47 Page 18 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDMOdLandUSe .tfx) Level Of Service Computation Report Level Of Service Computation Report ... * "" " "" 2000 *HCM" " • Unsignalized "" Method " a (Base Volume " * Alternative) * " " " " " " " " "" ** * * "... " * • 2000 HCM Unsignalized Method " (Future " " " * a Volume Alternative) * •* a " " ** Intersection * 016 " Donner " Pass Rd. s Pioneer " Trails * * * "aa a « * *•.: " * " " " " " " "* Intersection 016DonnerPass Rd.6 Pioneer Trails " " " * " " " " •• *** *•• Average Delay * (sec /veh*: `« 19.0 *. ... *** ** Worst * Case • Level * Of " Service: * ** * * C Average Delay " (sec /veh): " " "" " 31.9 " " * ** " Worst Case Bevel " Of Service: D **" * * Approach: * ** * North * Bound * • + South Bound "* ** East Bound "" *" " West Bound • Approach: North Bound "" " South Bound * * * * ** East Bound West B�und Movement: L - T - R L - T- R L - T- R L T- R Movement: L - T - R L - T- R L - T- R L - T l " "" - R I II 11 11 I I 11 II I I I Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 10 0 I 11 11 11 I I 11 11 11 I Volume Module: Volume Module: Base Vol: 191 179 0 358 106 103 200 0 Base Vol: 191 179 358 106 103 200 Growth Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 191 179 0 358 106 103 200 0 Initial Bse: 191 179 358 106 103 200 User Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 0 126 65 17 19 0 PHF Adj: 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 201 188 0 377 112 108 211 0 Initial Fut: 191 305 423 123 122 200 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 201 188 0 377 112 108 211 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 1 II II 11 1 PHF Volume: 201 321 445 129 128 211 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 201 321 445 129 128 211 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II 11 I Critical Gp: 4.1 xxxx xxxxx xxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxx Cnflict Vol: 488 xxxx xxxxx xxxx xxxx xxxxx 967 xxxx 377 xxxx xxxx xxxxx 1 11 II 11 I Potent Cap.: 1085 xxxx xxxxx xxxx xxxx xxxxx 284 xxxx 674 xxxx xxxx xxxxx Capacity Module: Move Cap.: 1085 xxxx xxxxx xxxx xxxx xxxxx 244 xxxx 674 xxxx xxxx xxxxx Cnflict Vol: 575 xxxx xxxxx xxxx xxxx xxxxx 1168 xxxx 445 xxxx xxxx xxxxx 1 11 II 11 1 Potent Cap.: 1008 xxxx xxxxx xxxx xxxx xxxxx 216 xxxx 617 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 1008 xxxx xxxxx xxxx xxxx xxxxx 183 xxxx 617 xxxx xxxx xxxxx Stopped Del: 9.1 xxxx xxxxx xxxxx xxxx xxxxx 31.1 xxxx 12.7 xxxxx xxxx xxxxx 1 11 II II I LOS by Move: A • * * * * D • B * • • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - AT LT - LTR - RT LT - LTA - AT Stopped Del: 9.5 xxxx xxxxx xxxxx xxxx xxxxx 61.4 xxxx 13.8 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: A " a " a • F * 8 • * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - AT Shared LOS: a * * * • " * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 19.0 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachL05: * * C a Shared LOS: • " • a * * * * • • • • ApproachDel: xxxxxx X%XXXX 31.9 xxxxxx ApproachLOS: * * D * Traffix 7.5.1015 (c) 2000 Dowling Assoc. 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Intersection #18 Donner Pass Rd. 61- 80 EB Off Ramp »* *xxxx «* * . x * « * * * ** * . x x * ** * * ** » » » * *» * * Average Delay 14.3 Worst Case Level Of B Average Delay (sec /veh):16.6 Worst Case Level Of Service: I *** C * ** *x * *x** x ********* x. x ** ** ****** * * » « *. ********* **. * . * » * **x * xxxx** ** * ** . * xxxx x* * *** ***** x *x * x ** xxxx * x *x xx *x x «xxxx ** x ** ****x * *x **» ** *. ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 0 - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I 11 1I 11 I 1 II II 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop S ign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 1 0 0 I 11 II II I 1 11 II II 1 Volume Module: Volume Module: Base Vol: 450 305 74 280 Base Vol: 450 305 74 280 0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 • Initial Bse: 450 305 74 280 Initial Bse: 450 305 74 280 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.D 1.0 1.0 Added Vol: 116 55 11 0 6 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 474 321 78 295 Initial Fut: 566 360 85 280 0 Adduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 Final Vol.: 474 321 78 295 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.95 0.9 1 II 11 11 1 PHF Volume: 596 379 89 295 0 Critical Gap Module: Reduct Vol: 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 596 379 89 295 0 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Mod le: II 11 11 I Critical Gp:xxxxx xxxx xxxx xxxx xxxx xxxxx 6.4 xxx 6.2 xxxxx xxxx xxxx Capacity Module: FollowUpTim:xxxxx xxxx xxxxx xxxx xxxx xxxxx 3.5 xxx 3.3 xxxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 795 xxxx 321 xxxx xxxx xxxxx 1 11 II 11 I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 359 xxxx 724 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 359 xxxx 724 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 975 xxxx 379 xxxx xxxx xxxxx 1 II 11 11 1 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 281 xxxx 672 xxxx xxxx xxxxx Level Of Service Module: - Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 281 xxxx 672 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 17.8 xxxx 13.3 xxxxx xxxx xxxxx 1 11 11 11 1 LOS by Move: * * * * * * C • B * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 23.6 xxxx 14.5 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * * * • * C • B * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT shared LOS: * * • * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Approach0el: xxxxxx xxxxxx 14.3 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * 8 * Shared LOS: * * * * * * * • * * * ApproachDel: xxxxxx xxxxxx 16.6 xxxxxx ApproachL05: * * C (/ 1 - Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO . 11111 11111 11111 11111 IMMO 11111 11111 11111 11111 11111 11111 11111 11111 11111 1111 111111 11111 11111 11111 1 1 Increased Development Alternative 2005 No Project and Plus Project Intersection LOS With Mitigation Measures Summer Weekday PM Peak Hour 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 2005 PM Peak - Weekday' Fri May 23, 2003 07:36:03 Page 1 -1 2005 PM Peak - Weekday Fri May 23, 2003 07:36:03 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLanduse. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Scenario Report Trip Generation Report Scenario: 2005 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2005 PM Peak - Weekday Zone Rate Rate Trips Trips Total 4 Of Geometry: Default Geometry k Subzone Amount Units In Out In Out Trip Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.39 0.26 78 52 130 15.2 Routes: Default Routes Zone 1 Subtotal 78 52 130 15.2 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.39 0.26 53 36 89 10.4 Zone 2 Subtotal 53 36 89 10.4 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.4 Zone 3 Subtotal 23 15 38 4.4 4 Planning Are 32.00 Single Family 0.39 0.26 12 5 20 2.3 Zone 4 Subtotal 12 8 20 2.3 5 Planning Are 18.00 Golf Course 0.67 0.84 12 15 27 3.1 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 1i 1.3 Zone 5 Subtotal 19 19 38 4.4 6 Planning Are 42.00 Single Family 0.39 0.26 16 11 27 3.1 Zone 6 Subtotal 16 11 27 3.1 7 Planning Are 29.00 Single Family 0.39 0.26 11 8 19 2.2 Zone 7 Subtotal 11 8 19 2.2 8 Planning' Are 135.00 Apartment /Loft 0.42 0.20 57 27 84 9.8 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 5.9 Zone 8 Subtotal 79 56 135 15.7 9 Planning Are 120.00 Multi - Family 0.29 0.18 35 22 57 6.6 Zone 9 Subtotal 35 22 57 6.6 10 Church 17.50 Church 0.32 0.27 6 5 10 1.3 Zone 10 Subtotal 6 5 11 1.3 11 Planning Are 34.80 Specialty Reta 1.00 1.33 35 46 81 9.4 11 Planning Are 4.10 Office 0.23 1.12 1 5 6 0.7 ' 11 Planning Are 16.00 Gas Station 6.02 6.02 96 96 192 22.4 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.0 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.7 . Zone 11 Subtotal 139 155 294 34.3 ■ TOTAL 471 387 858 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • M SIB 0 1111111 WO s MI MI OM Milt IS ® n • M s MI A U ■■1r V 111111 1. ! !: 0111 MN 1 1_ I S_ M 1 , r 111111. 11.11 2005 PM Peak - Weekday Fri May 23, 2003 07:36:03 Page 3 -1 2005 PM Peak - Weekday Fri May 23, 2003 07:36:03 Page 4-1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingITDModLandUse .tfx) Trip Distribution Report Turning Movement Report No Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 81 SR 89 a Rainbow Dr. Base 0 285 115 5 255 0 0 0 0 55 0 5 720 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 11 10 0 13 0 0 0 0 10 0 0 44 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 296 125 5 268 0 0 0 0 65 0 5 764 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 *2 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 130 390 70 5 300 10 10 5 170 50 10 5 1155 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 67 3 173 16 3 3 2 16 46 144 20 16 509 7 2.5 0.8 0.8 8.3. 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 197 393 243 21 303 13 12 21 216 194 30 21 1664 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 *3 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 120 0 0 0 0 50 0 135 70 0 375 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 57 0 1 1 7 0 0 6 84 156 Total 0 0 120 57 0 1 1 57 0 135 76 84 531 To Gates 12 13 14 15 16 17 18 19 20 21 22 *4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 75 0 0 60 0 135 Added 96 0 17 0 0 0 0 110 95 18 84 0 420 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 96 0 17 0 0 0 0 185 95 18 144 0 555 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. s Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 9 0 2 0 0 0 0 113 14 2 93 0 233 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 9 0 2 0 0 0 0 188 14 2 153 0 368 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 39 2 7 0 1 7 11 70 33 5 49 0 224 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 0.0 14.0 Total 39 2 7 0 1 7 11 145 33 5 109 0 359 To Gates *7 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 75 0 0 60 0 135 Zone Added 0 0 0 0 0 7 10 67 0 0 47 ,0 131 Total 0 0 0 0 0 7 10 142 0 0 107 0 266 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 *8 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 20 0 0 5 10 160 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 8 0 0 0 0 35 52 3 12 0 4 0 114 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 8 0 0 5 0 90 117 23 12 0 9 10 274 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 810 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 210 275 0 0 205 310 315 0 115 0 0 0 1430 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 149 103 4 145 44 90 42 0 107 24 3 711 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 210 410 117 13 341 354 405 42 115 116 24 17 2164 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, c0 Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2005 PM Peak - Weekday Fri May 23, 2003 07:36:03 Page 4 -2 2005 PM Peak Weekday Fri May 23, 2003 07:36:03 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse .tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume X11 SR 267 6 I -80 WB Off /On Ramp X20 Donner Pass Rd. s Bridge 5t. Base 515 220 0 0 210 115 0 0 0 220 0 265 1545 Base 140 215 250 10 75 30 45 405 135 215 270 10 1800 Added 0 216 0 0 102 150 0 0 0 0 0 37 505 Added 0 0 23 0 0 0 0 58 6 11 10 0 108 Total 515 436 0 0 312 265 0 0 0 220 0 302 2050 Total 140 215 273 10 75 30 45 463 141 226 280 10 1908 X12 SR 267 s I -80 EB Off /On Ramp X21 Bridge St. 6 West River St. Base 0 650 125 305 125 0 85 0 350 0 0 0 1640 Base 60 445 10 30 260 135 140 5 170 10 5 20 1290 Added 0 90 0 30 72 0 125 0 0 0 0 0 317 Added 0 16 0 0 12 5 7 0 0 0 0 0 40 Total 0 740 125 335 197 0 210 0 350 0 0 0 1957 Total 60 461 10 30 272 140 147 5 170 10 5 20 1330 X13 SR 267 6' Brockway 853 Base 340 670 15 50 340 90 60 0 420 15 0 40 2040 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 64 0 0 51 21 26 0 0 0 0 0 162 Added 0 0 0 6 0 10 0 27 0 0 10 0 53 Total 340 734 15 50 391 111 86 0 420 15 0 40 2202 Total 0 0 0 6 0 10 0 27 0 0 10 0 53 X14 SR 267 6 Schaffer Mill Rd. *54 Base 40 670 55 80 640 50 145 5 70 60 5 210 2030 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 9 37 5 7 0 0 0 0 11 115 Added 0 23 0 30 0 0 0 0 0 0 0 0 53 Total 40 716 55 89 677 55 152 5 70 60 5 221 2145 Total 0 23 0 30 0 0 0 0 0 0 0 0 53 X15 SR 267 6 Northstar Dr. X60 Base 85 595 0 0 525 240 170 0 115 0 0 0 1730 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 28 9 12 0 0 0 0 0 84 Added 0 30 0 0 30 0 0 0 0 0 0 0 60 Total 85 630 0 0 553 249 182 0 115 0 0 0 1814 Total 0 30 0 0 30 0 0 0 0 0 0 0 60 X16 Donner Pass Rd. s Pioneer Trails X68 Base 195 280 0 0 190 100 175 0 340 0 0 0 1280 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 114 0 0 54 14 18 0 0 0 0 0 200 Added 14 0 0 0 0 0 0 0 15 0 0 0 29 Total 195 394 0 0 244 114 193 0 340 0 0 0 1480 Total 14 0 0 0 0 0 0 0 15 0 0 0 29 X17 Donner Pass Rd. 6 I -80 WB On Ramp Base 195 475 0 0 325 205 0 0 0 0 0 0 1200 Added 0 114 0 0 48 7 0 0 0 0 0 0 169 Total 195 589 0 0 373 212 0 0 0 0 0 0 1369 X18 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 585 0 0 325 0 85 0 250 0 0 0 1245 Added 0 106 0 0 48 0 8 0 0 0 0 0 162 Total 0 691 0 0 373 0 93 0 250 0 0 0 1407 X19 Donner Pass Rd. 6 Glenshire Rd. • Base 230 0 200 0 0 0 0 320 365 150 430 0 1695 Added 0 0 25 0 0 0 0 81 0 27 21 0 154 Total 230 0 225 0 0 0 0 491 365 177 451 0 1849 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • i `! MI IS WM MI ' UM 0 la NM O • I N MI 'MI A all _ r. MI -, r la 1 1 NS i__ M r 1 r- _• .s • 2005 PM Peak - Weekday Fri May 23, 2003 07:36:03 Page 5 -1 2005 PM Peak - Weekday Fri May 23, 2003 07:36:03 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDMOdLandUse. tfx) Link Volume Report Volume NB Link 88 Link EB Link WB Link Total PM Peak - Weekday Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total IR Out Total Volume 411 5R 267 & I -80 WB Off /On Ramp Base 735 430 1165 325 485 810 0 630 630 485 0 485 3090 41 SR 89 6 Rainbow Dr. Added 216 102 318 252 253 505 0 150 150 37 0 37 1010 Base 400 310 710 260 290 550 0 0 0 60 120 180 1440 Total 951 532 1483 577 738 1315 0 780 780 522 0 522 4100 Added 21 23 44 13 11 24 0 0 0 10 10 20 88 Total 421 333 754 273 301 574 0 0 0 70 130 200 1528 412 SA 267 6 1 -80 EB Off /On Ramp Base 775 475 1250 430 735 1165 435 0 435 0 430 430 3280 42 SR 89 6 Prosser Dam Rd. Added 90 72 162 102 215 317 125 0 125 0 30 30 634 Base 590 520 1110 315 405 720 185 150 335 65 80 145 2310 Total 865 547 1412 532 950 1482 560 0 560 0 460 460 3914 Added 243 193 436 22 21 43 64 90 154 180 205 385 1018 Total 833 713 1546 337 426 763 249 240 489 245 285 530 3328 413 SR 267 6 Brockway Base 1025 775 1800 480 770 1250 480 430 910 55 65 120 4080 43 Alder Dr. 6 Thayer Dr. Added 64 51 115 72 90 162 26 21 47 0 0 0 324 Base 120 135 255 0 0 0 50 70 120 205 170 375 750 Total 1089 826 1915 552 860 1412 506 451 957 55 65 120 4404 Added 0 0 0 58 85 143 8 7 15 90 64 154 312 Total 120 135 255 58 85 143 58 77 135 295 234 529 1062 414 58 267 6 Schaffer 14111 Rd. Base 765 770 1535 770 1025 1795 220 95 315 275 140 415 4060 44 Prosser Dam Rd. 6 Road A Added 46 37 83 51 64 115 7 5 12 11 9 20 230 Base 0 0 0 0 0 0 75 60 135 '60 75 135 270 Total 811 807 1618 821 1089 1910 227 100 327 286 149 435 4290 Added 113 113 226 0 0 0 205 180 385 102 127 229 840 Total 113 113 226 0 0 0 280 240 520 162 202 364 1110 415 58 267 6 Northstar Dr. Base 680 640 1320 765 765 1530 285 325 610 0 0 0 3460 45 Prosser Dam Rd. 6 Road B Added 35 28 63 37 47 84 12 9 21 0 0 0 168 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 715 668 1383 802 812 1614 297 334 631 0 0 0 3628 Added 11 16 27 0 0 0 127 102 229 95 115 210 466 Total 11 16 27 0 0 0 202 162 364 155 190 345 736 416 Donner Pass Rd. 6 Pioneer Trails Base 475 530 1005 290 455 745 515 295 810 0 0 0 2560 46 Prosser Dam Rd. 6 Road C Added 114 54 168 68 132 200 18' 14 32 0 0 0 400 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 589 584 1173 358 587 945 533 309 842 0 0 0 2960 Added 48 39 87 8 13 21 114 95 209 54 77 131 448 Total 48 39 87 8 13 ' 21 189 155 344 114 152 266 718 417 Donner Pass Rd. 6 I -80 W8 On Ramp Base 670 325 995 530 475 1005 0 400 400 0 0 0 2400 47 Prosser Dam Rd. 6 Road O Added 114 46 162 55 114 169 0 7 7 0 0 0 338 Base 0 0 0 0 0 0 75 60 135 60 75 135 270 Total 784 373 1157 585 589 1174 0 407 407 0 0 0 2738 . Added 0 0 0 7 10 17 77 54 131 47 67 114 262 Total 0 0 0 7 10 17 152 114 266 107 142 249 532 418 Donner Pass Rd. 6 I -80 EB Off Ramp Base 585 575 1160 325 670 995 335 0 335 0 0 0 2490 48 Prosser Dam Rd. 6 East Alder Creek Rd. Added 106 48 154 48 114 162 8 0 8 0 0 0 324 Base 0 0 0 60 75 135 85 60 145 15 25 40 320 Total 691 623 1314 373 784 1157 343 0 343 0 0 0 2814 Added 8 12 20 35 52 87 67 47 114 4 3 7 228 Total 8 12 20 95 127 222 152 107 259 19 28 47 548 419 Donner Pass Rd. 6 Glenshire Rd. Base 430 515 945 0 0 0 685 660 1345 580 520 1100 3390 010 SR 89 6 Donner Pass Rd. Added 25 27 52 0 0 0 81 21 102 48 106 154 308 Base 485 320 805 515 590 1105 430 520 950 0 0 0 2860 Total 455 542 997 0 0 0 766 681 1447 628 626 1254 3698 Added 252 252 504 193 242 435 132 68 200 134 149 263 1422 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 737 572 1309 708 832 1540 562 588 1150 157 172 329 4328 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2005 PM Peak - Weekday Fri May 23, 2003 07:36:03 Page 5 -3 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Volume NB Link S6 Link EB Link WB Link Total Impact Analysis Report • Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 820 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 605 425 1030 115 270 385 585 440 1025 495 665 1160 3600 LOS Veh C LOS Veh C Added 23 17 40 0 0 0 64 10 74 21 81 102 216 4 2 SR 89 6 Prosser Dam Rd. B 13.5'0.511 C 25.1 0.826 +11.524 D/V Total 628 442 1070 115 270 385 649 450 1099 516 746 1262 3816 I 4 10 SR 89 6 Donner Pass Rd. C 21.2 0.674 D 40.6 0.920 +19.356 D/V 821 Bridge St. 6 west River St. - Base 515 440 955 425 605 1030 315 200 515 35 45 80 2580 4 15 SR 267 6 Northstar Dr. 8 10.8 0.615 8 11.4 0.647 + 0.558 D/V Added 16 12 28 17 23 40 7 5 12 0 0 0 80 I Total 531 452 983 442 628 1070 322 205 527 35 45 80 2660 8 20 Donner Pass Rd. 6 Bridge St. D 54.1 0.907 E 64.1 0.969 + 9.978 D/V 853 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 16 0 16 27 20 47 10 33 43 106 Total 0 0 0 16 0 16 27 20 47 10 33 43 106 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 23 0 23 30 23 53 0 0 0 0 30 30 106 Total 23 0 23 30 23 53 0 0 0 0 30 30 106 460 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 30 30 60 30 30 60 0 0 0 0 0 0 120 Total 30 30 60 30 30 60 0 0 0 0 0 0 120 468 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 14 15 29 0 0 0 15 14 29 0 0 0 58 Total 14 15 29 0 0 0 15 14 29 0 0 0 58 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO i MN OM s mss MN S ON MI BM MN all as SI w �s • MI IIIIII '11111 ! 1• ! tr, NS i i IS ,m M M, Mil 1• 0 • • 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 7 -1 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 8 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTOModLandUse. tfx) ( R1- 2005GraysCrossingNTDMOdLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ..* ** » «. « «x « * *x LeLe.ve Lex x * *. . . *** ** * ** xLe* : ** ***** xxx **. Le * *** veLe Le...x *L « « +.* ** . x . «Le* *. , ***xxxxx« . Le *****. x * ****: * v*** «Le« x «xxx «xxxxx. Intersection 4/2 SR 89 6 Prosser Dam Rd. Intersection A2 SR 89 6 Prosser Dam Rd. Le**. ve*** x * * * * * ** ** * * * * * **x **** *. . * **. * * * * **** « « *x** . ** * ** «xu***xx *** ************ * *v*. *-* * * * *Le . * * *x* * *v* * * ** * ** ** «xxx * ** *xxx +.ve *« .Le x*.* *« x x* xx * + *. Lex *.... ** Cycle (sec): 65 Critical Vol. /Cap. (X): 0.511 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.826 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 13.5 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 25.1 Optimal Cycle:. *** 39 . ******Of. Service: ********* ** *v * B ** Optimal Cycle:OPTIMIZED L** ***. * * Leve` 05*Service:. ** *** . * : Op ** ti * * Le* Le Level ** *e *vice *** *«u« . xLe * * * * * * **x *x Leve * *x Le vice Le Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I1 I1 11 1 I II II II I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I I I I I 1) I I I I 11 I I I Volume Module: Volume Module: Base Vol: 130 390 70 300 10 10 170 50 10 5 Base Vol: 130 390 70 5 300 10 10 5 170 50 10 5 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 390 70 300 10 10 170 50 10 5 Initial Bse: 130 390 70 5 300 10 10, 5 170 50 10 5 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Added Vol: 67 3 173 16 3 3 2 16 46 144 20 16 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 137 411 74 316 11 11 179 53 11 5 Initial Fut: 197 393 243 21 303 13 12 21 216 194 30 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 137 411 74 316 11 11 179 53 11 5 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 PHF Volume: 207 414 256 22 319 14 13 22 227 204 32 22 MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 137 411 74 316 11 11 179 53 11 5 Reduced Vol: 207 414 256 22 319 14 13 22 227 204 32 22 I 11 II 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 'Final Vol.: 207 414 256 • 22 319 14 13 22 227 204 32 22 Adjustment: 0.62 0.98 0.98 0.99 0.99 0.99 0.87 0.87 0.87 0.95 0.95 0.95 I 11 11 11 I Lanes: 1.00 0.85 0.15 0.02 0.95 0.03 0.06 0.02 0.92 0.77 0.16 0.07 Saturation Flow Module: Final Sat.: 1186 1573 283 28 1789 62 94 43 1523 1391 289 131 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 1 Adjustment: 0.65 0.94 0.94 0.86 0.86 0.86 0.88 0.88 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.62 0.38 0.06 0.90 0.04 0.05 0.08 0.87 0.79 0.12 0.09 Vol /Sat: 0.12 0.26 0.26 0.18 0.18 0.18 0.12 0.12 0.12 0.04 0.04 0.04 Final Sat.: 1235 1107 685 101 1466 64 83 141 1451 1429 224 154 Crit Moves: * * ** **** * *** I 11 II 11 I Green /Cycle: 0.51 0.51 0.51 0.51 0.51 0.51 0.23 0.23 0.23 0.07 0.07 0.07 Capacity Analysis Module: Volume /Cap: 0.23 0.51 0.51 0.35 0.35 0.35 0.51 0.51 0.51 0.51 0.51 0.51 Vol /Sat: 0.17,0.37 0.37 0.22 0.22 0.22 0.16 0.16 0.16 0.14 0.14 0.14 Delay /Veh: 9.0 11.0 11.0 9.7 9.7 9.7 23.0 23.0 23.0 32.2 32.2 32.2 Crit Moves: **** * *** **v User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.45 0.45 0.45 0.45 0.45 0.45 0.19 0.19 0.19 0.17 0.17 0.17 AdjDe1 /Veh: 9.0 11.0 11.0 9.7 9.7 9.7 23.0 23.0 23.0 32.2 32.2 32.2 Volume /Cap: 0.37 0.83 0.83 0.48 0.48 0.48 0.83 0.83 0.83 0.83 0.83 0.83 Designoueue: 2 8 1 0 6 0 0 0 5 2 0 0 Delay /Veh: 12.1 22.5 22.5 12.9 12.9 12.9 41.4 41.4 41.4 42.2 42.2 42.2 * * * e ve * * * * * * * * * *** * * * * ** **x* * * ** *Le* *eve * * * * ** * * ** *Le** * * *x ***xxx * * * ** * * * * ** *xx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 12.1 22.5 22.5 12.9 12.9 12.9 41.4 41.4 41.4 42.2 42.2 42.2 Designpueue: 4 9 6 0 7 0 0 1 7 6 1 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 9 -1 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 10 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDMOdLandUse. tfx) ( R1- 2005GraysCrossingNTDMOdLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report * * " * * * * * * ** 2000 HCM " Operations * Method * * « * (Base Volume Alternative) HCM Operations Method (Future Vol * ume Alternative) * *'* Intersection #10 Donner Pass + * * * * * " "* * * * * * * * * * ** * * * * * ** "" " * Intersection #10 SR * * * * 89 6 Donner Pass Rd. * * * * ** Cycle *(sec) * ** * ** * * * 65 * * * *+ * ' * * • " " " * * + ** * * * Critical Vol " + " (X) " : *+ * * ** * * 0 . 674 "" ** Ccle (sec)• ' ** *f ** 65 * * * ** * * ** Critical Vol. /Cap. (X): 0 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 21.2 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 4016 Optimal * Cycle: " * * * " * * 50 ** * * * * * * * * * * * * Level Of Service: * * ** * * " " * ** * * ** C * * * ** Optimal Cycle:OPTIMIZED * ** * * * * * * * ** * Level Of " Service: * * * * * * * * * * * * * * "" ID * * ** Approach: * " *" North Bound South Bound + " * East Bound West Bound Approach: "* ' North * Bound South Bound *" * * East * Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L T- R L- T- R I 11 II II I I II II II I Control: Protected Protected Split Phase Split Phase Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Rights: - Include Include Include Include Min. Green: 0. 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 11 0 0 I 1 1 I I 1 I 1 1 I I I I I I I Volume Module: Volume Module: Base Vol: 210 275 205 310 315 • 115 Base Vol: 210 275 0 205 310 315 0 115 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1,0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 275 205 310 315 115 Initial Bse: 210 275 0 205 310 315 0 115 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1,0 1.0 Added Vol: 0 149 103 145 44 90 42 0 107 24 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 221 289 216 326 332 121 Initial Fut: 210 410 117 1 341 354 405 42 115 116 24 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 221 289 216 326 332 121 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 221 432 123 1 359 373 426 44 121 122 25 18 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 221 289 216 326 332 121 Reduced Vol: 221 432 123 1 359 373 426 44 121 122 25- 18 I I1 II 11 I PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • Saturation Flow Module: M1LF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 221 432 123 1 359 373 426 44 121 122 25 18 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 1 II II II I , Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 1805 1900 0 1900 1900 1615 1805 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II 11 1 Adjustment: 0.95 0.97 0.97 0.95 1.00 0.85 0.90 0.85 0.85 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.78 0.22 1.00 1.00 1.00 1.00 0.27 0.73 0.74 0.15 0.11 Vol /Sat: 0.12 0.15 0.00 0.00 0.11 0.20 0.18 0.00 0.07 0.00 0.00 0.00 Final Sat.: 1805 1430 407 1805 1900 1615 1715 428 1178 1334 273 197 Crit Moves: **** **** * * ** 1 11 II 11 I Green /Cycle: 0.18 0.48 0.00 0.00 0.30 0.30 0.27 0.00 0.27 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.67 0.32 0.00 0.00 0.38 0.67 0.67 0.00 0.27 0.00 0.00 0.00 Vol /Sat: 0.12 0.30 0.30 0.01 0.19 0.23 0.25 0.10 0.10 0.09 0.09 0.09 Delay /Veh: 30.3 10.5 0.0 0.0 18.4 23.7 24.7 0.0 18.9 0.0 0.0 0.0 Crit Moves: * * ** * * ** **"" "* "" User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.13 0.37 0.37 0.01 0.25 0.25 0.27 0.27 0.27 0.10 0.10 0.10 AdjDel /Veh: 30.3 10.5 0.0 0.0 18.4 23.7 24.7 0.0 18.9 0.0 0.0 0.0 Volume /Cap: 0.92 0.81 0.81 0.81 0.75 0.92 0.92 0.38 0.38 0.92 0.92 0.92 DesignQueue: 7 6 0 0 6 9 9 0 30 * 0 0 Delay /Veh: 64.8 25.2 25.2 155.4 29.1 49.5 41.5 19.5 19.5 73.7 73.7 73.7 ** « *** . * ...****************** * *.* * * * ** ** * * * * * ** " * * * * * * * *. **. * * * * * * ** . * * * * ** * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 64.8 25.2 25.2 155.4 29.1 49.5 41.5 19.5 19.5 73.7 73.7 73.7 DesignQueue: 7 11 3 1 10 11 12 1 3 4 1 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MI 10111 m M ms 1111111 ar IS' Ms of a OM IS O MK NMI 111111 MI IS 111111 1111 MID 111111 111111 al 111111, 11111 Mill 01111 11111 111111 111111 111111. all 111111 11111 1111111 • 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 11 -1 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 12 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDMOdLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 015 SR 267 & Northstar Dr. Intersection 015 SR 267 6 Northstar Dr. Cycle (sec): 42 Critical Vol. /Cap. (X): 0.615 Cycle (sec): 42 Critical Vol. /Cap. (X): 0.647 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 10.8 ' Less Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 11.4 Optimal Cycle: 41 Level Of Service: B Optimal Cycle: 42 Level Of Service: 8 Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L- T- R Movement: . L- T- R L- T- R L - T- R L- T- R I I I 11 11 I I I I I I I I I Control: Protected Protected Split Phase Split Phase Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 I 11 11 11 1 1 II 11 11 I Volume Module: Volume Module: Base vol: 85 595 525 240 170 115 Base Vol: 85 595 525 240 170 115 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 85 595 525 240 170 115 Initial Bse: 85 595 525 240 170 115 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 35 28 9 12 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 89 626 553 253 179 121 Initial Fut: 85 630 553 249 182 115 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 89 626 553 253 179 121 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 89 663 582 262 192 121 NSF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 89 626 553 253 179 121 Reduced Vol: 89 663 582 262 192 121 1 11 11 11 I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00. 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 89 663 582 262 192 121 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 1 11 11 11 I Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1805 1900 0 1900 1900 1615 1805 1900 1615 1900 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 1 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Vol /Sat: 0.05 0.33 0.00 0.00 0.29 0.16 0.10 0.00 0.07 0.00 0.00 0.00 Final Sat.: 1805 1900 0 1900 1900 1615 1805 1900 1615 1900 1900 0 Crit Moves: ^ *• *. ** * * ** 1 11 11 11 i Green /cycle: 0.08 0.55 0.00 0.00 0.47 0.47 0.16 0.00 0.16 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.62 0.60 0.00 0.00 0.62 0.33 0.62 0.00 0.46 0.00 0.00 0.00 Vol /Sat: 0.05 0.35 0.00 0.00 0.31 0.16 0.11 0.00 0.07 0.00 0.00 0.00 Delay /Veh: 26.4 7.2 0.0 0.0 9.5 7.2 20.3 0.0 17.3 0.0 0.0 0.0 Crit Moves: •••' "•• "" User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.08 0.55 0.00 0.00 0.47 0.47 0.16 0.00 0.16 0.00 0.00 0.00 AdjDel /Veh: 26.4 7.2 0.0 0.0 9.5 7.2 20.3 0.0 17.3 0.0 0.0 0.0 Volume /Cap: 0.65 0.63 0.00 0.00 0.65 0.34 0.65 0.00 0.46 0.00 0.00 0.00 DesignQueue: 2 7 0 0 7 3 4 0 2 0 0 0 Delay /Veh: 29.1 7.8 0.0 0.0 10.0 7.2 21.3 0.0 17.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 29.1 7.8 0.0 0.0 10.0 7.2 21.3 0.0 17.1 0.0 0.0 0.0 DesignQueue: 2 8 0 0 8 3 4 0 2 0 0 0 . Traffix 7.5.1015 Ic) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 lc) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • I • 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 13 -1 2005 PM Peak - Weekday Fri May 23, 2003 07:36:05 Page 14 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures 1 ( R1- 2005GraysCrossingNTDModLandUse .tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection p20 Donner Pass Rd. 6 Bridge St. Intersection N20 Donner Pass Rd. d Bridge St. Cycle (sec): 110 Critical Vol. /Cap. (X): 0.907 Cycle (sec): 110 Critical Vol. /Cap. (X): 0.969 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 54.1 Loss Time (sec): 16 (Y +R ■ 4 sec) Average Delay (sec /veh): 64.1 Optimal Cycle: 126 Level Of Service: D Optimal Cycle:OPTIMIZED Level Of Service: 1 E Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T - R 1. - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I I I I I I I I I Control: Split Phase Split Phase Protected Protected Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 01 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 0 11 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 I 1 0 I II II 11 I 1 11 II 11 I Volume Module: Volume Module: Base Vol: 140 215 250 10 75 30 45 405 135 215 270 10 Base Vol: 140 215 250 10 75 30 45 405 135 215 270 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 140 215 250 10 75 30 45 405 135 215 270 10 Initial Bse: 140 215 250 10 75 30 45 405 135 215 270 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 23 0 0 0 0 58 6 11 10 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 147 226 263 11 79 32 47 426 142 226 284 11 Initial Fut: 140 215 273 10 75 30 45 463 141 226 280 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 147 226 263 11 79 32 47 426 142 226 284 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 147 226 287 11 79 32 47 487 148 238 295 11 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 147 226 263 11 79 32 47 426 142 226 284 11 Reduced Vol: 147 226 287 11 79 32 47 487 148 238 295 11 I 11 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 147 226 287 11 79 32 47 487 148 238 295 11 Adjustment: 0.93 0.93 0.93 0.96 0.96 0.96 0.95 1.00 0.85 0.95 0.99 0.99 1 11 II II I Lanes: 0.23 0.36 0.41 0.09 0.65 0.26 1.00 1.00 1.00 1.00 0.96 0.04 Saturation Flow Module: Final Sat.: 410 630 734 165 1183 479 1805 1900 1615 1805 1818 70 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 II 11 1 Adjustment: 0.93 0.93 .0.93 0.96 0.96 0.96 0.95 1.00 0.85 0.95 1.00 1.00 Capacity Analysis Module: Lanes: 0.22 0.34 0.44 0.09 0.65 0.26 1.00 1.00 1.00 1.00 0.96 0.04 Vol /Sat: 0.36 0.36 0.36 0.07 0.07 0.07 0.03 0.22 0.09 0.13 0.16 0.16 Final Sat.: 394 605 769 165 1183 479 1805 1900 1615 1805 1823 68 Crit Moves: "" "" "" "•` I 11 11 11 I Green /Cycle: 0.40 0.40 0.40 0.07 0.07 0.07 0.06 0.25 0.25 0.14 0.33 0.33 Capacity Analysis Module: 1 Volume /Cap: 0.91 0.91 0.91 0.91 0.91 0.91 0.47 0.91 0.36 0.91 0.47 0.47 Vol /Sat: 0.37 0.37 0.37 0.07 0.07 0.07 0.03 0.26 0.09 0.13 0.16 0.16 Delay /Veh: 46.8 46.8 46.8 100.9 101 100.9 53.9 61.2 34.7 80.0 29.8 29.8 Crit Mbves: 'frt.+ "" 'lit* "" User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.39 0.39 0.39 0.07 0.07 0.07 0.06 0.26 0.26 0.14 0.35 0.35 AdjDel /Veh: 46.8 46.8 46.8 100.9 101 100.9 53.9 61.2 34.7 80.0 29.8 29.8 Volume /Cap: 0.97 0.97 0.97 0.97 0.97 0.97 0.47 0.97 0.35 0.97 0.47 0.47 DesignQueue: 6 9 11 1 5 2 3 21 7 12 12 0 Delay /Veh: 60.1 60.1 60.1 121.5 121 121.5 53.8 72.2 33.2 95.9 28.7 28.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 60.1 60.1 60.1 121.5 121 121.5 53.8 72.2 33.2 95.9 28.7 28.7 DesignQueue: 6 9 12 1 5 2 3 23 7 13 12 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSUC , Denver, CO 1 _ a A as a .aoJ 111111 Ma la • - at , a• la MI s 411111 illa w 1 Increased Development Alternative 1 2005 No Project and Plus Project Intersection LOS With Mitigation Measures Summer Weekend PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 2005 PM Peak - Weekend Fri May 23, 2003 07:37:21 Page 1 -1 2005 PM Peak - Weekend Fri May 23, 2003 07:37:21 Page 2 - Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLanduse .tfx) ( R1- 2005GraysCrossingNTDModLandUse .tfx) Scenario Report Trip Generation Report Scenario: 2005 PM Peak - Weekend Forecast for PM Peak - Weekend . Command: Default Command Volume: 2005 PM Peak - Weekend Zone Rate Rate Trips Trips Total 1 Of Geometry: Default Geometry R Subzone Amount Units In Out In Out Tripa Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.35 0.32 70 64 134 13.7 Routes: Default Routes Zone 1 Subtotal 70 64 134 13.7 Configuration: Default Configuration I 2 Planning Are 137.00 Single Family 0.35 0.32 48 44 92 9.4 Zone 2 Subtotal 48 44 92 9.4 3 Planning Are 58.00 Single Famile 0.35 0.32 20 19 39 4.0 Zone 3 Subtotal 20 19 39 4.0 4 Planning Are 32.00 Single Family 0.35 0.32 11 10 21 2.1 Zone 4 Subtotal 11 10 21 2.1 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.8 5 Planning Are 5.00 Fitness Center 0.67 0.36 3 2 15 0.5 zone 5 subtotal 15 17 32 3.3 6 Planning Are 42.00 Single Family 0.35 0.32 15 13 28 2.9 Zone 6 Subtotal 15 13 28 2.9 7 Planning Are 29.00 Single Family 0.35 0.32 10 9 19 1.9 Zone 7 Subtotal 10 9 19 1.9 8 Planning Are 135.00 Apartment /Loft 0.32 0.16 43 22 65 6.6 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 12.8 Zone 8 Subtotal 97 94 191 19.5 9 Planning Are 120.00 Multi- Family 0.24 0.22 29 26 55 5.6 Zone 9 subtotal 29 26 55 5.6 10 Church 17.50 Church 2.15 0.75 38 13 51 5.2 Zone 10 Subtotal 38 13 51 5.2 11 Planning Are 34.80 Specialty Beta 1.02 1.28 35 45 80 8.2 11 Planning Are 4.10 Office 0.20 0.17 1 1 12 0.2 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 19.4 11 Planning Are 15.00 Church 2.15 0.75 32 11 43 4.4 11 Planning Are 7.20 Community Cent 0.31 0.32 2 2 14 0.4 Zone 11 Subtotal 165 154 319 32.5 TOTAL 518 463 981 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • e 1111. ® MS <W 41111111 ! `•' a 's S is a a S Ids' n' . a fl' a. a a a a a a alls. .S '2.1 a 1 1111 NM ANL !' r; Se SIII • 2005 PM Peak - Weekend Fri May 23, 2003 07:37:21 Page 3 -1 2005 PM Peak - Weekend Fri May 23, 2003 07:37:22 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse .tfx) Trip Distribution Report Turning Movement Report PM Peak - Weekend Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 61 SR 89 6 Rainbow Dr. Base 0 199 90 16 364 0 0 0 0 53 0 14 736 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 14 0 0 0 0 13 0 0 50 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 211 101 16 378 0 0 0 0 66 0 14 786 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 • 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 02 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 59 262 55 11 390 16 16 5 136 60 7 11 1028 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 89 3 176 18 4 5 3 19 62 167 20 17 583 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 148 265 231 29 394 21 19 24 198 227 27 28 1611 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 • 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 03 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0. 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 77 0 1 2 7 0 0 7 107 201 Total 0 0 0 77 0 1 2 7 0 0 7 107 201 To Gates 12 13 14 15 16 17 18 19 20 21 22 04 Prosser Dam Rd. 6 Road A Zone • Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 109 0 21 0 0 0 0 99 115 21 95 0 460 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 109 0 21 0 0 0 0 99 115 21 95 0 460 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 11 0 2 0 0 0 0 106 13 2 105 0 239 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 11 0 2 0 0 0 0 106 13 2 105 0 239 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 38 1 6 0 1 9 10 64 34 6 60 0 229 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 38 1 6 0 1 9 10 64 34 6 60 0 229 To Gates 07 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 0 0 8 9 62 0 0 57 0 136 Total 0 0 .0 0 0 8 9 62 0 0 57 0 136 1 8.3 1.7 1.7 1.7 0.8 8.3 ' 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 10 0 0 0 0 43 47 4 11 0 4 0 119 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 10 0 0 0 0 43 47 4 11 0 4 0 119 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 • 010 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 189 229 0 0 265 321 147 0 129 0 0 0 1280 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 165 116 4 174 54 100 46 0 124 28 4 815 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 189 380 130 13 430 375 247 46 129 133 28 18 2110 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2005 P14 Peak - Weekend Fri May 23, 2003 07:37:22 Page 4 -2 2005 PM Peak - Weekend Fri May 23, 2003 07:37:22 Page 4 -3 Gray's Crossing Grays Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Volume Northbound Southbound Eastbound westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 011 SR 267 6 I -80 MB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 421 165 0 0 248 146 0 0 0 263 0 253 1496 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 241 0 0 124 175 0 0 0 0 0 40 580 Added 0 0 24 0 0 0 0 59 8 14 12 0 117 Total 421 406 0 0 372 321 0 0 0 263 0 293 2076 Total 0 0 24 0 0 0 0 59 8 14 12 0 117 012 SR 267 6 I -80 EB Off /On Ramp 021 Bridge St. 6 West River St. Base 0 511 76 392 183 0 75 0 382 0 0 0 1619 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 97 0 36 87 0 144 0 0 0 0 0 364 Added 0 17 0 0 15 7 7 0 0 0 0 0 46 Total 0 608 76 428 270 0 219 0 382' 0 0 0 1983 Total 0 17 0 0 15 7 7 0 0 0 0 0 46 013 ER 267 6 Brockway 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 69 0 0 62 25 28 0 0 0 0 0 184 Added 0 0 0 8 0 12 0 27 0 0 12 0 59 Total 0 69 0 0 62 25 28 0 0 0 0 0 184 Total 0 0 0 8 0 12 0 27 0 0 12 0 59 014 SR 267 6 Schaffer Mill Rd. 054 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 50 0 11 45 7 7 0 0 0 0 12 132 Added 0 29 0 31 0 0 0 0 0 0 0 0 60 Total 0 50 0 11 45 7 7 0 0 0 0 12 132 Total 0 29 0 31 0 0 0 0 0 0 0 0 60 015 SR 267 6 Northstar Dr. 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 38 0 0 34 11 12 0 0 0 0 0 95 Added 0 32 0 0 38 0 0 0 0 0 0 0 70 Total 0 38 0 0 34 11 12 0 0 0 0 0 95 Total 0 32 0 0 38 0 0 0 0 0 0 0 70 016 Donner Pass Rd. 6 Pioneer Trails 068 Base 191 179 0 0 358 106 103 0 200 0 0 0 1137 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 126 0 0 65 17 19 0 0 0 0 0 227 Added 16 0 0 0 0 0 0 0 18 0 0 0 34 Total 191 305 0 0 423 123 122 0 200 0 0 0 1364 Total 16 0 0 0 0 0 0 0 18 0 0 0 34 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 160 364 0 0 305 253 0 0 0 0 0 0 1082 Added 0 126 0 0 55 10 0 0 0 0 0 0 191 Total 160 490 0 0 360 263 0 0 0 0 0 0 1273 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 450 0 0 305 0 74 0 280 0 0 0 1109 Added 0 116 0 0 55 0 11 0 0 0 0 0 182 Total 0 566 0 0 360 0 85 0 280 0 0 0 1291 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 33 0 0 0 0 03 0 28 27 0 171 Total 0 0 33 0 0 0 0 83 0 28 27 0 171 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, COI aa' a a a a. a s a, a a■r a a a n , l , M' at INN S. 1. ..as r' a a 111111 n W . � ass 1' . 411111 4 111111 a . S' 111111) n r 2005 PM Peak - Weekend Fri May 23, 2003 07:37:22 Page 5 -1 2005 PM Peak - Weekend Fri May 23, 2003 07:37:22 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModLandUse. tfx) Link Volume Report Volume NB Link 513 Link EB Link WB Link Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 811 SR 267 6 I -80 WB Off /On Ramp Base 586 511 1097 394 418 812 0 567 567 516 0 516 2992 81 SR 89 6 Rainbow Dr. Added 241 124 365 299 281 580 0 175 175 40 0 40 1160 Base 289 417 706 380 213 593 0 0 0 67 106 173 1472 Total 827 635 1462 693 699 1392 0 742 742 556 0 556 4152 Added 23 27 50 14 12 26 0 0 0 13 11 24 100 Total 312 444 756 394 225 619 0 0 0 80 117 197 1572 012 SR 267 6 I -80 EB Off /On Ramp Base 587 565 1152 575 586 1161 457 0 457 0 468 468 3238 82 SR 89 6 Prosser Dam Rd. Added 97 87 184 123 241 364 144 0 144 0 36 36 728 Base 376 586 962 417 289 706 157 82 239 78 71 149 2056 Total 684 652 1336 698 827 1525 601 0 601 0 504 504 3966 Added 268 233 501 27 23 50 84 114 198 204 213 417 1166 Total 644 819 1463 444 312 756 241 196 437 282 284 566 3222 813 SR 267 6 Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 83 Alder Dr. 6 Thayer Dr. Added 69 62 131 87 97 184 28 25 53 0 0 0 368 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 69 62 131 87 97 184 28 25 53 0 0 0 368 Added 0 0 0 78 109 187 9 8 17 114 84 198 402 Total 0 0 0 78 109 187 9 8 17 114 84 198 402 814 sR 267 6 Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 84 Prosser Dam Rd. 6 Road A Added 50 45 95 63 69 132 7 7 14 12 11 23 264 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 45 95 63 69 132 7 7 14 12 11 23 264 Added 130 136 266 0 0 0 214 204 418 116 120 236 920 Total 130 136 266 0 0 0 214 204 418 116 120 236 920 015 SR 267 6 Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 85 Prosser Dam Rd. 6 Road B Added 38 34 72 45 50 95 12 11 23 0 0 0 190 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 38 34 72 45 50 95 12 11 23 0 0 0 190 Added 13 15 28 0 0 0 119 116 235 107 108 215 478 Total 13 15 28 0 0 0 119 116 235 107 108 215 478 816 Donner Pass Rd. 6 Pioneer Trails Base 370 558 928 464 282 746 303 297 600 0 0 0 2274 X6 Prosser Dam Rd. 6 Road C Added 126 65 191 82 145 227 19 17 36 0 0 0 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 496 623 1119 546 427 973 322 314 636 0 0 0 2728 Added 45 41 86 10 11 21. 108 107 215 66 70 136 458 Total 45 41 86 10 11 21 108 107 215 66 70 136 458 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 524 305 829 558 364 922 0 413 413 0 0 0 2164 47 Prosser Dam Rd. 6 Road D Added 126 55 181 65 126 191 0 10 10 0 0 0 382 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 650 360 1010 623 490 1113 0 423 423 0 0 0 2546 Added 0 0 0 8 9 17 71 65 136 57 62 119 272 Total 0 0 0 8 9 17 71 65 136 57 62 119 272 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 450 585 1035 305 524 829 354 0 354 0 0 0 2218 88 Prosser Dam Rd. 6 East Alder Creek Rd. Added 116 55 171 55 127 182 11 0 11 0 0 0 364 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 566 640 1206 360 651 1011 365 0 365 0 0 0 2582 Added 10 11 21 43 47 90 62 57 119 4 4 8 238 Total 10 11 21 43 47 90 62 57 119 4 4 8 238 819 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 810 SR 89 6 Donner Pass Rd. Added 33 28 61 0 0 0 83 27 110 55 116 171 342 Base 418 394 812 586 376 962 276 510 786 0 0 0 2560 Total 33 28 61 0 0 0 83 27 110 55 116 171 342 Added 281 298 579 232 269 501 146 82 228 156 166 322 1630 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 699 692 1391 818 645 1463 422 592 1014 179 189 368 4236 Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2005 PM Peak - Weekend Fri May 23, 2003 07:37:23 Page 5 -3 2005 PM Peak - Weekend Fri May 23, 2003 07:37:25 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModtandUse. tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 24 22 46 0 0 0 67 12 79 26 83 109 234 0 2 5R 89 6 Prosser Dam Rd. B 13.7 0.466 C 23.9 0.748 +10.175 D/V Total 24 22 46 0 0 0 67 12 79 26 83 109 234 8 10 SR 89 6 Donner Pass Rd. B 17.7 0.538 C 30.3 0.802 +12.648 D/V 021 Bridge St. 6 West River 5t. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 17 15 32 22 24 46 7 7 14 0 0 0 92 Total 17 15 32 22 24 46 7 7 14 0 0 0 92 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 20 0 20 27 24 51 12 35 47 118 Total 0 0 0 20 0 20 27 24 51 12 35 47 118 054 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 29 0 29 31 29 60 0 0 0 0 31 31 120 Total 29 0 29 31 29 60 0 0 0 0 31 31 120 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 32 38 70 38 32 70 0 0 0 0 0 0 140 . Total 32 38 70 38 32 70 0 0 0 0 0 0 140 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 18 34 0 0 0 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO MI' `S ® — /1 '1IIIIIII7 fl a — am (i• a MI INK all" al11: all �' a Ills us am, um art moll; ills 41111) a 4114 mot "Ills as iiiiii tilwir low ler Om. Om • 2005 PM Peak - Weekend Fri May 23, 2003 07:37:25 Page 7 -1 2005 PM Peak - Weekend Fri May 23, 2003 07:37:25 Page 8 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures • ( R1- 2005GraysCrossingNTDModLandUse. tfx) ( R1- 2005GraysCrossingNTDModlandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection #2 SR 89 6 Prosser Dam Rd. Intersection 62 SR 89 6 Prosser Dam Rd. Cycle (sec): 65 Critical vol. /Cap. (X): 0.466 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.748 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 13.7 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 23.9 Optimal Cycle: 37 Level of Service: B Optimal cycle:OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 I I II 11 II I Control: Permitted Permitted Split Phase split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 0 0 11 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 0 0 1! 0 0 1 11 11 II 1 I 11 II 11 I Volume Module: Volume Module: Base Vol: 59 262 55 11 390 16 16 136 60 7 11 Base Vol: 59 262 55 11 390 16 16 5 136 60 7 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 59 262 55 11 390 16 16 136 60 7 11 Initial Bse: 59 262 55 11 390 16 16 5 136 60 7 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Added Vol: 89 3 176 18 4 5 3 19 62 167 20 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 62 276 58 12 411 17 17 143 63 7 12 Initial Fut: 148 265 231 29 394 21 19 24 198 227 27 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 62 276 58 12 411 17 17 143 63 7 12 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 PHF Volume: 156 279 243 31 415 22 20 25 208 239 28 29 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 62 276 58 12 411 17 17 143 63 7 12 Reduced Vol: 156 279 243 31 415 22 20 25 208 239 28 29 1 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 156 279 243 31 415 22 20 25 208 239 28 29 Adjustment: 0.64 0.97 0.97 0.98 0.98 0.98 0.88 0.88 0.88 0.94 0.94 0.94 1 11 II 11 I Lanes: 1.00 0.83 0.17 0.03 0.93 0.04 0.10 0.03 0.87 0.77 0.08 0.15 Saturation Flow Module: Final Sat.: 1206 1529 321 51 1746 72 172 51 1447 1378 153 262 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 1 Adjustment: 0.70 0.93 0.93 0.87 0.87 0.87 0.89 0.89 0.89 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.53 0.47 0.06 0.89 0.05 0.08 0.10 0.82 0.81 0.09 0.10 Vol /Sat: 0.05 0.18 0.18 0.24 0.24 0.24 0.10 0.10 0.10 0.05 0.05 0.05 Final Sat.: 1338 944 823 110 1472 78 133 166 1383 1455 170 177 Crit Moves: •••• •••• •••• 1 11 11 11 I Green /Cycle: 0.51 0.51 0.51 0.51 0.51 0.51 0.21 0.21 0.21 0.10 0.10 0.10 Capacity Analysis Module: Volume /Cap: 0.10 0.36 0.36 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 Vol /Sat: 0.12 0.30 0.30 0.28 0.28 0.28 0.15 0.15 0.15 0.16 0.16 0.16 Delay /Veh: 8.5 9.9 9.9 10.8 10.8 10.8 23.4 23.4 23.4 29.6 29.6 29.6 Crit Moves: •••• •••• •••• User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.39 0.39 0.39 0.39 0.39 0.39 0.20 0.20 0.20 0.22 0.22 0.22 AdjDel /Veh: 8.5 9.9 9.9 10.8 10.8 10.8 23.4 23.4 23.4 29.6 29.6 29.6 Volume /cap: 0.30 0.75 0.75 0.71 0.71 0.71 0.75 0.75 0.75 0.75 0.75 0.75 DesignQueue: 1 5 1 0 8 0 0 0 4 2 0 0 Delay /Veh: 13.8 21.4 21.4 20.3 20.3 20.3 33.3 33.3 33.3 31.4 31.4 31.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 13.8 21.4 21.4 20.3 20.3 20.3 33.3 33.3 33.3 31.4 31.4 31.4 DesignQueue: 3 7 6 1 10 1 1 1 6 7 1 1 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2005 PM Peak - Weekend Fri May 23, 2003 07:37:25 Page 9 -1 2005 PM Peak - Weekend Fri May 23, 2003 07:37:25 Page 10-1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2005GraysCrossingNTDModLandtse. tfx) ( R1- 2005GraysCrossingNTDMOdLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 810 SR 89 6 Donner Pass Rd. Intersection 610 SR 89 6 Donner Pass Rd. Cycle (sec): 65 Critical Vol. /Cap. (X): 0.538 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.802 Loss Time (sec): 16 (Y +R ■ 4 sec) Average Delay (sec /veh): 17.7 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 30.3 Optimal Cycle: 48 Level Of Service: B Optimal Cycle:OPTIMIZED Level Of Service: IC Approach: North Bound South Bound East Bound west Bound Approach: North Bound south Bound East Bound West Bound Movement: 1.- T - R L - T - R L - T - R L - T - R Movement: L- T- R L - T- R L- T- R L- T I- R I 11 11 11 I 1 11 11 11 1 Control: Protected Protected Split Phase Split Phase Control: Protected Protected split Phase split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 1 ! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 11 0 0 I II II II I I (1 11 II I Volume Module: Volume Module: Base Vol: 189 229 265 321 147 129 Base Vol: 199 229 0 265 321 147 0 129 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 229 265 321 147 129 Initial Bse: 189 229 0 265 321 147 0 129 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 165 116 174 54 100 46 0 124 28 4 PNF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 199 241 279 338 155 136 Initial Fut: 189 380 130 1 430 375 247 46 129 133 28 18 Reduct Vol: 0 0 0 0 0 0 user Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 199 241 279 338 155 136 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 199 400 137 1 453 395 260 48 136 140 29 19 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 199 241 279 338 155 136 Reduced Vol: 199 400 137 1 453 395 260 48 136 140 29 19 1 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 199 400 137 1 453 395 260 48 136 140 29 19 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 1 11 11 11 1 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 1805 1900 0 1900 1900 1615 1805 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 I Adjustment: 0.95 0.96 0.96 0.95 1.00 0.85 0.90 0.84 0.84 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.74 0.26 1.00 1.00 1.00 1.00 0.26 0.74 0.75 0.15 0.10 Vol /Sat: 0,11 0.13 0.00 0.00 0.15 0.21 0.09 0.00 0.08 0.00 0.00 0.00 Final Sat.: 1805 1361 466 1805 1900 1615 1715 419 1186 1345 279 183 Crit Moves: "" "" "" 1 11 11 II 1 Green /Cycle: 0.21 0.59 0.00 0.00 0.39 0.39 0.16 0.00 0.16 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.54 0.21 0.00 0.00 0.38 0.54 0.54 0.00 0.53 0.00 0.00 0.00 Vol /Sat: 0.11 0.29 0.29 0.01 0.24 0.24 0.15 0.11 0.11 0.10 0.10 0.10 Delay /Veh: 24.7 6.2 0.0 0.0 14.5 16.3 27.1 0.0 27.1 0.0 0.0 0.0 Crit Moves: '### "" ,. .. I -" " User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.14 0.42 0.42 0.01 0.30 0.30 0.19 0.19 0.19 0.13 0.13 0.13 AdjDel /Veh: 24.7 6.2 0.0 0.0 14.5 16.3 27.1 0.0 27.1 0.0 0.0 0.0 Volume /Cap: 0.80 0.69 0.69 0.69 0.80 0.82 0.80 0.61 0.61 0.80 0.80 0.80 DesignQueue: 6 4 0 0 6 8 5 0 4 0 0 - 0 Delay /Veh: 44.0 18.0 18.0 102.6 29.1 32.2 33.4 25.6 25.6 45.2 45.2 45.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 44.0 18.0 18.0 102.6 29.1 32.2 33.4 25.6 25.6 45.2 45.2 45.2 DesignQueue: 6 9 3 1 12 11 8 1 4 5 1 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, c0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, Co a a a' a is ®' 1111111 a , 11110 :a ;Mt ,111111; INS C a IMa it aE INN 1 1 Increased Development Alternative 2023 No Third Tahoe Donner Connector No Project and Pius Project Intersection LOS Summer Weekday PM Peak Hour 1 1 1 1 1 1 1 1 r 1 1 1 I 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Page 1 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLanduse. tfx) ( R1- 2023GraysCrossingNTDMOdLandUSe .tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2023 PM Peak - Weekday Zone Rate Rate Trips Trips Total 8 Of Geometry: Default Geometry A Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.39 0.26 78 •52 130 15.2 Routes: Default Routes Zone 1 Subtotal 78 52 130 15.2 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.39 0.26 53 36 89 10.4 Zone 2 Subtotal 53 36 89 10.4 3 Planning Are 58.00 Single Family 0.39 0.26 23 15 38 4.4 Zone 3 Subtotal 23 15 38 4.4 4 Planning Are 32.00 Single Family 0.39 0.26 12 8 20 2.3 Zone 4 Subtotal 12 8 20 2.3 '5 Planning Are- 18.00 Golf Course 0.67 0.84 12 15 27 3.1 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.3 Zone 5 Subtotal 19 19 38 4.4 6 Planning Are 42.00 Single Family 0.39 0.26 16 11 27 3.1 Zone 6 Subtotal 16 11 27 3.1 7 Planning Are 29.00 Single Family 0.39 0.26 11 8 19 2.2 Zone 7 Subtotal 11 8 19 2.2 8 Planning Are 135.00 Apartment /Loft 0.42 0.20 57 27 84 9.8 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 5.9 Zone 8 Subtotal 79 56 135 15.7 9 Planning Are 120.00 Multi- Family 0.29 0.18 35 22 57 6.6 Zone 9 Subtotal 35 22 57 6.6 10 Church 17.50 Church 0.32 0.27 6 5 11 1.3 Zone 10 Subtotal 6 5 11 1.3 11 Planning Are 34.80 Specialty Reta 1.00 1.33 35 46 81 9.4 11 Planning Are 4.10 Office 0.23 1.12 1 5 6 0.7 11 Planning Are 16.00 Gas Station 6.02 6.02 96 96 192 22.4 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.0 • 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.7 Zone 11 Subtotal 139 155 294 34.3 TOTAL 471 387 858 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSCC , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO all' la fl a 'fl 'Si • t- a a MIS a, : a. S. fl SINE S S a r> a ti' a =I. )aa• a a a a a `ate a <r a 'Mt aar. a a • 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Page 3 -1 2023 914 Peak - Weekday Fri May 16, 2003 15:39:44 Page 4 -1 . Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures . ( R1- 2023GrayscrossingNTDModLanduse. tfx) ( R1- 2023GraysCrossingNTDModLandose. tfx) Trip Distribution Report Turning Movement Report No Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 01 SR 89 6 Rainbow Dr. . Base 0 470 245 0 210 0 0 0 0 120 0 0 1045 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 11 10 0 13 0 0 0 0 10 0 0 44 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 481 255 0 223. 0 0 0 0 130 0 0 1089 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 02 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 200 705 125 5 455 10 10 10 200 75 10 0 1805 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 67 3 173 16 3 3 • 2 16 46 144 20 16 509 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 267 708 298 21 458 13 12 26 246 219 30 16 2314 8 2.5 0.8 0.B 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 03 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 115 0 115 0 0 0 0 50 0 210 70 0 560 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 57 0 1 1 7 0 0 6 84 156 Total 115 0 115 57 0 1 1 57 0 210 76 84 716 To Gates 12 13 14 15 16 17 18 19 20 21 22 04 Prosser Dam Rd. 6 Road A • Zone Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Added 96 0 17 0 0 0 0 110 95 18 84 0 420 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 96 0 17 0 0 0 0 255 95 18 169 0 650 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 9 0 2 0 0 0 0 113 14 2 93 0 233 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 9 0 2 0 0 0 0 258 14 2 178 0 463 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd. & Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 39 2 7 0 1 7 11 70 33 5 49 0 224 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 39 2 7 0 1 7 11 215 33 5 134 0 454 To Gates E7 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Zone Added 0 0 0 0 0 7 10 67 0 0 47 0 131 Total 0 0 0 0 0 7 10 212 0 0 132 0 361 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 B.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 80 0 0 30 10 245 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 8 0 0 0 0 35 52 3 12 0 4 0 114 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total - B 0 0 5 0 90 117 83 12 0 34 10 359 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 010 SR 89 6 Donner Pass 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 425 515 0 0 220 410 515 0 160 0 0 0 2245 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 149 103 4 145 44 90 42 0 107 24 3 711 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 425 650 117 13 356 454 605 42 160 116 24 17 2979 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (c1 2000 Dowling Assoc. Licensed to LS&C , Denver, CO m 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Page 4 -2 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Pa 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUae. tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound) Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 011 5R 267 6 I -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St.. Base 1060 345 0 0 370 10 0 0 0 595 0 455 2835 Base 145 245 645 10 120 25 35 470 155 605 475 10 2940 Added 0 216 0 0 102 150 0 0 0 0 0 37 505 Added 0 0 23 0 0 0 0 58 6 11 10 0 108 Total 1060 561 0 0 472 160 0 0 0 595 0 492 3340 Total 145 245 668 10 120 25 35 528 161 616 485 10 3048 012 SR 267 6 1 -80 EB Off /On Ramp 021 Bridge St. 6 West River St. Base 0 1405 640 340 625 0 0 0 695 0 0 0 3705 Base 655 795 30 55 575 210 190 20 570 25 20 45 3190 Added 0 90 0 30 72 0 125 0 0 0 0 0 317 Added 0 16 0 0 12 5 7 0 0 0 0 0 40 Total 0 1495 640 370 697 0 125 0 695 0 0 0 4022 Total 655 811 30 55 587 215 197 20 570 25 20 45 3230 013 SR 267 I. Brockway 053 Base 1330 1930 15 55 1145 180 80 5 990 10 5 35 5780 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 • Added 0 64 0 0 51 21 26 0 0 0 0 0 162 Added 0 0 0 6 0 10 0 27 0 0 10 0 53 Total 1330 1994 15 55 1196 201 106 5 990 10 5 35 5942 Total 0 0 0 6 0 10 0 27 0 0 10 0 53 014 SR 267 6 Schaffer Mill Rd. 054 Base 195 1455 130 335 1220 580 940 115 275 270 130 905 6550 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 9 37 5 7 0 0 0 0 11 115 Added 0 23 0 30 0 0 0 0 0 0 0 0 53 Total 195 1501 130 344 1257 585 947 115 275 270 130 916 6665 Total 0 23 0 30 0 0 0 0 0 0 0 0 53 015 SR 267 6 Northstar Dr. 060 Base 190 1320 30 5 1130 475 365 35 220 10 10 5 3795 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 28 9 12 0 0 0 0 0 84 Added 0 30 0 0 30 0 0 0 0 0 0 0 60 Total 190 1355 30 5 1158 484 377 35 220 10 10 5 3879 Total 0 30 0 0 30 0 0 0 0 0 0 0 60 016 Donner Pass Rd. a Pioneer Trails *68 Base 355 470 0 0 475 120 205 0 460 0 0 0 2085 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 114 0 0 54 14 18 0 0 0 0 0 200 Added 14 0 0 0 0 0 0 0 15 0 0 0 29 Total 355 584 0 0 529 134 223 0 460 0 0 0 2285 Total 14 0 0 0 0 0 0 0 15 0 0 0 29 017 Donner Pass Rd. 6 1 -80 WB On Ramp Base 260 825 0 0 545 295 0 0 0 0 0 0 1925 Added 0 114 0 0 48 7 0 0 0 0 0 0 169 Total 260 939 0 0 593 302 0 0 0 0 0 0 2094 018 Donner Pass Rd. 6 I -80 ED Off Ramp . Base 0 815 0 0 410 0 265 0 315 0 0 0 1805 Added 0 106 0 0 48 0 8 0 0 0 0 0 162 Total 0 921 0 0 458 0 273 0 315 0 0 0 1967 *19 Donner Pass Rd. 6 Glenshire Rd. Base 265 0 335 0 0 0 0 500 400 275 300 0 2075 Added 0 0 25 0 0 0 0 81 0 27 21 0 154 Total 265 0 360 0 0 0 0 581 400 302 321 0 2229 • • I Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling ASSOC. Licensed to LS6C , Denver, CO . I a a. a a IIIIII IoM MIIS a as a ;i a _ ;MN ' as :ate( at air MN a a s a. M i • a i a a i a a OM a i' IS a • 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Page 5 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDxodtandOse. tfx) ( R1- 2023GraysCrossingNTDModLandOSe. tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekday Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link 5B Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 6 I -80 WB Off /On Ramp Base 1405 965 2370 380 800 1180 0 1070 1070 1050 0 1050 5670 01 SR 89 6 Rainbow Dr. Added 216 102 31(1 252 253 505 0 150 150 37 0 37 1010 Base 715 330 1045 210 470 680 0 0 0 120 245 365 2090 Total 1621 1067 2688 632 1053 1685 0 1220 1220 1087 0 1087 6680 Added 21 23 44 13 11 24 0 0 0 10 10 20 88 Total 736 353 1089 223 481 704 0 0 0 130 255 385 2178 012 SR 267 6 I -80 EB Off /On Ramp Base 2045 1320 3365 965 1405 2370 695 0 695 0 980 980 7410 02 5R 89 6 Prosser Dam Rd. Added 90 72 162 102 215 317 125 0 125 0 30 30 634 Base 1030 730 1760 470 715 1185 220 220 440 85 140 225 3610 Total 2135 1392 3527 1067 1620 2687 820 0 820 0 1010 1010 8044 Added 243 193 436 22 21 43 64 90 154 180 205 385 1018 Total 1273 923 2196 492 736 1228 284 310 594 265 345 610 4628 013 58 267 6 Brockway Base 3275 2145 5420 1380 2045 3425 1075 1515 2590 50 75 125 11560 03 Alder Dr. 6 Thayer Dr. Added 64 51 115 72 90 162 26 21 47 0 0 0 324 Base 230 210 440 0 0 0 50 185 235 280 165 445 1120 Total 3339 2196 5535 1452 2135 3587 1101 1536 2637 50 75 125 11884 Added 0 0 0 58 85 143 8 7 15 90 64 154 312 Total 230 210 440 58 85 143 58 192 250 370 229 599 1432 014 SR 267 6 Schaffer Mill Rd. Base 1780 1765 3545 2135 3300 5435 1330 905 2235 1305 580 1885 13100 04 Prosser Dam Rd. 6 Road A Added 46 37 83 51 64 115 7 5 12 11 9 20 230 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1826 1802 3628 2186 3364 5550 1337 910 2247 1316 589 1905 13330 Added 113 113 226 0 0 0 205 180 385 102 127 229 840 Total 113 113 226 0 0 0 350 265 615 187 272 459 1300 015 SR 267 6 Northstar Dr. Base 1540 1360 2900 1610 1690 3300 620 675 1295 25 70 95 7590 05 Prosser Dam Rd. 6 Road B Added 35 28 63 37 47 84 12 9 21 0 0 0 168 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1575 1388 2963 1647 1737 3384 632 684 1316 25 70 95 7758 Added 11 16 27 0 0 0 127 102 229 95 115 210 466 Total 11 16 27 0 0 0 272 187 459 180 260 440 926 016 Donner Pass Rd. 6 Pioneer Trails Base 825 935 1760 595 675 1270 665 475 1140 0 0 0 4170 06 Prosser Dam Rd. 6 Road C Added 114 54 168 68 132 200 18 14 32 0 0 0 400 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 939 989 1928 663 807 1470 683 489 1172 0 0 0 4570 Added 48 39 87 8 13 21 114 95 209 54 77 131 448 Total 48 39 87 8 13 21 259 180 439 139 222 361 908 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 1085 545 1630 840 825 1665 0 555 555 0 0 0 3850 07 Prosser Dam Rd. 6 Road D Added 114 48 162 55 114 169 0 7 7 0 0 0 338 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1199 593 1792 895 939 1834 0 562 562 0 0 0 4188 Added 0 0 0 7 10 17 77 54 131 47 67 114 262 Total 0 0 0 7 10 17 222 139 361 132 212 344 722 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 815 725 1540 410 1080 1490 580 0 580 0 0 0 3610 08 Prosser Dam Rd. 6 East Alder Creek Rd. Added 106 48 154 48 114 162 8 0 8 0 0 0 324 Base 0 0 0 60 75 135 145 85 230 40 -85 125 490 Total 921 773 1694 458 1194 1652 588 0 588 0 0 0 3934 Added 8 12 20 35 52 87 67 47 114 4 3 7 228 Total 8 12 20 95 127 222 212 132 344 44 88 132 718 019 Donner Pass Rd. 6 Glenshire Rd. Base 600 675 1275 0 0 0 900 565 1465 575 835 1410 4150 010 SR 89 6 Donner Pass Rd. Added 25 27 52 0 0 0 81 21 102 48 106 154 308 Base 940 380 1320 630 1030 1660 675 835 1510 0 0 0 4490 Total 625 702 1327 0 0 0 981 586 1567 623 941 1564 4458 Added 252 252 504 193 242 435 132 68 200 134 149 283 1422 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1192 632 1824 823 1272 2095 807 903 1710 157 172 329 5958 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:39:44 Page 5 -3 2023 PM Peak - Weekday Fri May 16, 2003 15:40:11 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Volume NB Link S8 Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ An Base 1035 880 1915 155 290 445 660 645 1305 1090 1125 2215 5880 LOS Veh C LOS Veh C Added 23 17 40 0 0 0 64 10 74 21 81 102 216 0 1 SR 89 6 Rainbow Dr. C 22.0 0.000 C 24.2 0.000 + 0.000 V/C Total 1058 897 1955 155 290 445 724 655 1379 1111 1206 2317 6096 0 2 SR 89 6 Prosser Dam Rd. F OVRFL 0.000 F OVRFL 0.000 + 0.000 V/C 021 Bridge St. 6 West River St: Base 1480 1170 2650 840 1030 1870 780 885 1665 90 105 195 6380 0 3 Alder Dr. 6 Thayer Dr. B 14.9 0.000 C 21.2 0.000 + 0.000 V/C Added 16 12 28 17 23 40 7 5 12 0 0 0 BO Total 1496 1182 2678 857 1053 1910 787 890 1677 90 105 195 6460 0 4 Prosser Dam Rd. 6 Road A A 0.0 0.000 B 13.3 0.000 + 0.000 V/C 053 0 5 Prosser Dam Rd. 6 Road B A 0.0 0.000 B 11.3 0.000 + 0.000 V/C Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 16 0 16 27 20 47 10 33 43 106 0 6 Prosser Dam Rd. 6 Road C A 0.0 0.000 B 11.9 0.000 + 0.000 V/C Total 0 0 0 16 0 16 27 20 47 10 33 43 106 0 7 Prosser Dam Rd. 6 Road D A 0.0 0.000 A 9.0 0.000 + 0.000 V/C 054 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Prosser Dam Rd. 6 East Alder C A 8.8 0.000 B 12.9 0.000 + 0.000 V/C Added 23 0 23 30 23 53 0 0 0 0 30 30 106 Total 23 0 23 30 23 53 0 0 0 0 30 30 106 0 10 SR 89 6 Donner Pass Rd. F OVRFL 0.000 F OVRFL 0.000 + 0.000 V/C 060 0 11 SR 267 6 I -80 WB off /On Ramp F 180.2 1.422 F 188.1 1.487 + 71906 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 30 30 60 30 30 60 0 0 0 0 0 0 120 0 12 SR 267 6 I -80 EB Off /On Ramp D 45.6 1.049 F 96.5 1.225 +50.857 D/V Total 30 30 60 30 30 60 0 0 0 0 0 0 120 0 13 SR 267 6 Brockway F 520.0 2.258 F 530.9 2.289 +10.969 D/V 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 SR 267 6 Schaffer Mill Rd. F 466.8 2.400 F 483.2 2.444 +16.409 D/V Added 14 15 29 0 0 0 15 14 29 0 0 0 58 Total 14 15 29 0 0 0 15 14 29 0 0 0 58 0 15 SR 267 6 Northatar Dr. F OVRFL 0.000 F OVRFL 0.000 + 0 V/C 0 16 Donner Pass Rd. 6 Pioneer Trai F 371.0 0.000 F 616.1 0.000 +'0.000 V/C 0 17 Donner Pass Rd. 6 1 -80 WB On R B 12.2 0.000 B 12.8 0.000 + 01000 V/C 0 18 Donner Pass Rd. 6 1 -80 EB Off F 151.2 0.000 F 249.0 0.000 r 01000 V/C 0 19 Donner Pass Rd. 6 Glenshire Rd F 435.7 0.000 F 685.0 0.000 + 0.000 V/C 0 20 Donner Pass Rd. 6 Bridge St. F OVRFL 0.000 F OVRFL 0.000 + 01000 V/C 0 21 Bridge St. 6 West River St. F OVRFL 0.000 F OVRFL 0.000 + 01000 V/C Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. 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( 91- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method * (Future Volume * * * * ** Intersection * p2 * SR * 89 * 6 * Prosser Dam Rd. ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection * R2 * ** * 89 * 6 * Prosser Dam * Rd * * * * * * * * * * * * * * * * * * * * * * * * * * * * *� * * * * ** ******.********: ,,*.., Average Delay (sec /veh): * * ** ** * 1190 . 6 * * * * * * ** * Worst * Case * Level Of * Service: * F Average * Delay * (sec /veh): * 24165 . , 0 * * * * * * * ** * Worst Case Level * 0f * Service: : * * * * * F Approach : * ** * * North Bound South Bound ** East Bound ** * West * Bound * ** Approach: * ** * North * Bound * * * ** * South Bound * * East Bound *. ** * West * Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T R L - T- R L - T- R L T R I I1 II II I 1 II II II I Control: Uncontrolled Uncontrolled stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include • Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 11 0 0 0 0 1! 0 0 0 0 11 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 11 0 0 0 0 11 0 0 1 II II II I I II II 11 I Volume Module: Volume Module: Base Vol: 200 705 125 455 10 10 10 200 75 10 Base Vol: 200 705 125 5 455 10 10 10 200. 75 10 0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 705 125 455 10 10 10 200 75 10 Initial Bse: 200 705 125 5 455 10 10 10 200 75 10 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 67 3 173 16 3 3 2 16 46 144 20 16 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 10 0 PHF Volume: 211 742 132 479 11 11 11 211 79 11 Initial Put: 267 708 298 21 458 13 12 26 246 219 30 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 211 742 132 479 11 11 11 211 79 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II I PHF Volume: 281 745 314 22 482 14 13 27 259 231 32 17 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 10 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 xxxxx Final Vol.: 281 745 314 22 482 14 13 27 259 231 32 17 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 xxxxx Critical Gap Module: 1 11 11 II I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4!0 3.3 Cnflict Vol: 489 xxxx xxxxx 674 xxxx xxxxx 1729 1789 484 1834 1729 xxxxx I II II II I Potent Cap.: 1084 xxxx xxxxx 781 xxxx xxxxx 70 82 507 59 89 xxxxx Capacity Module: Move Cap.: 1084 xxxx xxxxx 781 xxxx xxxxx 52 63 587 28 69 xxxxx Cnflict Vol: 496 xxxx xxxxx 1059 xxxx xxxxx 2022 2154 489 2141 2004 902 I 11 11 11 I Potent Cap.: 1078 xxxx xxxxx 665 xxxx xxxxx 44 48 583 36 60 339 Level Of Service Module: Move Cap.: 1078 xxxx xxxxx 665 xxxx xxxxx 11 32 583 5 40 339 Stopped Del: 8.3 xxxx xxxxx 9.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 11 II 1 LOS by Move: A * * A * * * * * * • * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.3 xxxx xxxxx 10.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 318 xxxxx 30 xxxx xxxxx LOS by Move: A * * 0 * * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 41.6 xxxxx 1191 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * • * E F * • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 125 xxxxx xxxx 15 xxxxx ApproachDel: xxxxxx xxxxxx 41.6 1190.6 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 708 xxxxx xxxxx xxxx xxxxx ApproachLOS: * * E F Shared LOS: * * • * • * * * F • * F * ApproachDel: xxxxxx xxxxxx 708.3 xxxxxx ApproachLOS: * * F Et r 1DC\ over-FIo`n' • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 'S S S: bill At S S MN S S S S All ,S, S ea 0 !L 011e n 1111113 s' S UN S 1 i Sill SO 111111' , � ' i Sill A • 2023 PM Peak - Weekday Fri May 16, 2003 15:40:11 Page 11 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:11 Page 12 -1 Gray's Crossing - Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDMOdLandUSe .tfx) Level Of Service Computation Report Level of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM UnsignalizedMethod (Future Volume Alternative) ******* *. ** * * . * **. ** ** * * ** * **.*.* * * ***. ` * * * * ** . *** * * *** **. *****.*`****+; **** * * ** * * * *** * * * *** *+ * * * ***I * * *. «r * * * * * * ** * * * **I * **u ** * *.n ** ***** Intersection ** Alder *** 6 Thayer *y ** * * * * ** ** *** *... * ** * * * * * * * **. * ** * * ** *** Inter Dr. * Intersection Alder 6 haye *** e ******* * ** Thayer *** * * ** *. * * *** * *I *. * Interse. n 93 lder A lderx* t Tha ern r. * *.* section *3 lder Dr. T he e Dr* ** *r . *..* *r ♦♦ Average Delay (sec /veh): 14.9 Worst * Case Level Of Service: B Average Delay (sec /veh): 21.2 Worst Case Level Of Service: C * **. I * *on. *. *** ***. ..r * * * * t I * * * * *e **** ** *** r ** ** ***. * **** ** * * *se . * * . ** * * * * * * *. I x ** * * * ** * * *. *** *. . * **n * *. *. *. * * * ***« * *c .. * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 1, - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 I1 11 1 1 11 11 11 I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 11 0 0 Lanes: 0 0 1! 0 0 0 0 11 0 0 0 1 0 0 0 0 0 11 0 0 I 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 115 115 0 50 210 70 Base Vol: 115 115 0 0 0 50 210 70 0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Initial Bse: 115 115 0 50 210 70 Initial Bse: 115 115 0 0 0 50 210 70 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.0 Added Vol: 0 0 57 1 1 7 0 6 84' PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 121 121 0 53 221 74 Initial Fut: 115 115 57 1 1 57 210 76 84 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Final Vol.: 121 121 0 53 221 74 PHF Adj: 0.95 0.9 0.95 0.95 0.9 0.95 0.95 0.95 0.9 0.95 0.95 0.95 1 11 11 11 I PHF Volume: 121 121 60 1 1 60 221 80 88 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 121 121 60 1 1 60 221 BO 88 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: 1 11 11 11 1 Critical Gp: 7.1 xxxx 6.2 7.1 xxx 6.2 4.1 xxxx xxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 3.5 xxx 3.3 2.2 xxxx xxxx 2.2 xxxx xxxxx Cnflict Vol: 568 xxxx 53 xxxx xxxx xxxxx xxxx xxxx xxxxx 53 xxxx xxxxx 1 11 11 11 I Potent Cap.: 487 xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Capacity Module: Move Cap.: 427 xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Cnflict Vol: 629 xxxx 60 689 xxxx 124 168 xxxx xxxxx 60 xxxx xxxxx 1 11 11 11 1 Potent Cap.: 398 xxxx 1011 363 xxxx 932 1421 xxxx xxxxx 1556 xxxx xxxxx Level Of Service Module: Move Cap.: 34B xxxx 1011 279 xxxx 932 1421 xxxx xxxxx 1556 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.3 xxxx xxxxx 1 11 11 11 I LOS by Move: * • * * * • * * * A * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx 7.3 xxxx xxxxx Shared Cap.: xxxx 602 xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * * * * * A * * A * * Shrd StpDel:xxxxx 14.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * B * * * * * * * A * * Shared Cap.: xxxx 517 xxxxx xxxx 283 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 14.9 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx 17.9 xxxxx xxxxx 21.2 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: . B * * * Shared LDS: * C * * C * A * * • * ApproachDel: 17.9 21.2 xxxxxx xxxxxx ApproachLOS: C C * * Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 13 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 14 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUSe .tfx) ( R1- 2023GraysCrossingMTDMOdLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Uns*gnalized Method ( Base Volume Alternative) 2000 HCM UnsignalizedMethod (Future * Volume * Alternative) * * *. * * ** . *. * * * * * * * * * * * * * * * * * ** * * * * ** ** * * * * * * * * * * * * * *4** Intersection *4 Prosser Dam Rd. 6 Road A Intersection *4 Prosser Dam * Rd. 6 RoadA ** * * * * * * * * * * * * * * * ** * * ** * * * ** ** Average * Delay * (sec /veh)p * * * * ** 0.0 Worst Case Level A Average Delay 13.3 Worst Case Level Of Service: B * ** ** * * * * ** *** * * * ** * * ** * ** ** ** *: North Bound * ** * South Bound * * * * * * * * ** * East Bound * West * * ** * ** ** * * * * ** ** ** * ** *** * * * * * * Approach: North Bound South Bound East Bound * West Bound Approach Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L T R L T R ' I 1 I 1 1 1 1 1 I I I I I II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 11 II II 1 1 II 11 II 1 Volume Module: Volume Module: Base Vol: 0 0 145 85 Base Vol: 0 0 145 0 0 85 Growth Adj: 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 0 0 145 85 Initial Bse: 0 0 145 0 0 85 User Adj: 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.0 Added Vol: 96 .17 110 95 18 84 PHF Adj: 0.9 0.9 0.95 0.9 0.9 0.9 0.95 0.95 0.9 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 1 PHF Volume: 0 0 153 89 Initial Fut: 96 17 255 95 18 169 Reduct Vol: 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 0 0 153 89 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 11 11 II 1 PHF Volume: 101 18 268 100 19 178 Critical Gap Module: Reduct Vol: 0 0 0 0 0 1 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 101 18 268 100 19 178 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 11 11 II 1 Critical Gp: 6.4 xxxx 6.2 xxxx xxx xxxx xxxx xxxx xxxxx 4.1 xxxx xxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 xxxx xxx xxxx xxxx xxxx xxxxx 2.2 xxxx xxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I 11 II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 534 xxxx 318 xxxx xxxx xxxxx xxxx xxxx xxxxx 368 xxxx xxxxx I II 11 II I Potent Cap.: 510 xxxx 727 xxxx xxxx xxxxx xxxx xxxx xxxxx 1201 xxxx xxxxx Level Of Service Module: Move Cap.: 504 xxxx 727 xxxx xxxx xxxxx xxxx xxxx xxxxx 1201 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 II 11 II I LO5 by Move: * * * • • * * * * * • * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 13.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.0 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * * * * * A • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * • * * * * Shared Cap.: xxxx xxxx 727 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 10.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * Shared LOS: * * B • • * * • * * ApproachDel: 13.3 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * • 2s Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. 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Worst : ase * Level *+* Of *+* * Service: ** * * * * * * * A Average ** ** Delay ** +( sac /veh *. * *x * *++ +11 9 * * * * * * * * +* *+ * * +* Worst * Case * * Level Of * x Service: * * *` B Approach: North Bound South Bound East Bound West Bound Approach: North South Bound East Bound West Bound Movement: L - T - R L- T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T - R L- P- R 1 11 11 11 1 I 11 11 11 1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Pnelude Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 0 145 85 Base Vol: 0 0 0 0 0 145 0 85 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 Initial Bse: 0 145 85 Initial Bse: 0 0 0 0 0 145 0 B5 User Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 1.0 Added Vol: 39 7 1 7 11 70 33 49 PHF Adj: 0.9 0.9 0.9 0.9 0.9 0.9 0.95 0.95 0.9 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 1 PHF Volume: 0 153 89 Initial Fut: 39 7 1 7 11 215 33 134 Reduct Vol: 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 Final Vol.: 0 153 89 PHF Adj: 0.95 0.9 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.9 1 II 11 11 1 PH£ Volume: 41 7 1 7 12 226 35 141 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 1 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 41 ' 7 1 7 12 226 35 141 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I 11 11 11 1 Critical Gp: 7.1 6. 6.2 xxxx 6.5 6.2 4.1 xxxx xxxxx 4. xxxx xxxx Capacity Module: FollowUpTim: 3.5 4. 3.3 xxxx 4.0 3.3 2.2 xxxx xxxxx 2. xxxx xxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II 11 11 I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 423 418 244 xxxx 436 141 141 xxxx xxxxx 261 xxxx xxxxx 1 11 11 II 1 Potent Cap.: 545 529 800 xxxx 517 912 1454 xxxx xxxxx 1315 xx>cx xxxxx Level Of Service Module: Move Cap.: 535 522 800 xxxx 511 912 1454 xxxx xxxxx 1315 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: * * * * * * • + + * + * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.3 xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx 7.7 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * * A * • A * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - AT LT - LTR - RT • Shared LOS: * * * * * * * + * • * * Shared Cap.: xxxx xxxx 716 xxxx xxxx 831 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 10.1 xxxxx xxxx 9.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * * Shared LOS: * B * * A * * a * ' * ApproachDel: 11.9 9.4 xxxxxx xxxxxx ApproachLOS: B A * * Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO s ® s es a E® Ms S 11111111 NM MS ,I o! 111111 a OD '000u4O ' OSS7 01 pasuaoy7 •flossy SUTTM00 000Z ( STOI'S'L xT33ezy 00 'lamas ' 0559 01 pasuao;7 '00964 5911 000Z ( 9101 9'L xT33eI1 b V :SO94oeo xxxxxx xxxxxx 0'6 xxxxxx :Teuyoeolddy V :507 P9ae48 :S074oe xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0'6 xxxx xxxxx xxxxx xxxx xxxxx:Tead1S P xxxxxx xxxxxx xxxxxx xxxxxx :TeoyOeoaddy . xxxxx xxxx xxxx xxxxx xxxx xxxx ST6 xxxx xxxx 0 xxxx xxxx :•de3 paae4S :507 paze45 Id - ay7 - Y7 14 - UM - 17 ya - e/1 - 17 da - ay7 - Y7 :luameaoN xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx(TeOd15 P V :0AOW Aq 507 xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx :'de/ pale45 xxxxx xxxx xxxxx xxxxx xxxx 5'L xxxxx xxxx xxxxx xxxxx xxxx xxxxx:T00 poddo ;S le - ay7 - 17 Ya - ay7 - Y7 ya - U17 - y7 is - ay7 - 17 :luaweAo5 :ainpoW e3 A1os 30 Lane') :0405 Aq SO7 11 11 11 I xxxxx XXXX xxxxx xxxxx xxxx xxxxx xxxxx xxxx XXXXX XXXXX XXXX xxxxx:T paddoag xxxxx xxxx xxxx xxxxx xxxx LSPT 916 xxxx xxxx xxxxx xxxx xxxx : doj OAow :01np0W aotAlas 30 3040') XXXXX XXXX xxxx XXXXX XXXX LS6I ST6 xxxx xxxx xxxxx xxxx xxxx :•d93 14010d I 11 II 11 I xxxxx xxxx xxxx xxxxx xxxx 6ET 6E1 xxxx xxxx xxxxx xxxx XXXX :Tog ; xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx :'dej ano5 : OTnpOW 1110ed03 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx :'deo lualod I 11 11 11 1 xxxxx xxxx xxxx xxxxx XXXX XXXX XXXXX XXXX xxxx XXXXX XXXX xxxx :304 ;OTT;U0 XXXX xxxx xxxx XXXXX XXXX Z'Z CC xxxx xxxx xxxx xxxx xxxxx:wTydgmoTTO3 ;sTnpok A11Pede3 xxxx xxxx xxxx xxxxx xxxx I'6 Z'9 xxxx xxxx xxxx xxxx xxxxx:ds Te0T1T10 1 11 II 11 I :ainpoW des Te'T3T xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx:WTYd0moTTO3 6E1 EZZ II L :'TOA TeuT3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXXX xxxzx:ds Te'T ;T 0 0 0 0 :Toff lanpaa :a)npo5 des Te °T ;T;O 6EI EZZ II L :awnT0A 3Hd 1 11 II 11 I 6'0 56'0 6'0 6'0 S6'0 56'0 56'0 6'0 6'0 6'0 6'0 6'0 :TPV 3Hd 68 0 EST 0 0 0 0 0 :'T0A 1 0'T 00'1 0'I 0'I 00'1 00'T 0'1 0'T 0'T 0'T 0'T :1PV lass 0 0 0 0 0 0 0 0 :T0A 330P011 3E1 ZTZ OT L :3 TeTVTUI 68 0 EST 0 0 0 0 0 :awnioA 3Hd • 0 0 0 0 :TOAAglassed 6'0 56'0 96'0 6'0 S6'0 S6'0 6'0 56'0 S6'0 S6'0 6'0 96'0 : ;PV am LP L9 0I L :TPA PaPPV 0'1 00'1 00'T 0'T 00'T 00'T 0'I 00'1 00'T 00'1 0'1 00'1 :floe 1090 S8 GPI 0 0 :ass MOWS S8 0 GPI 0 0 0 0 0 :ass IOT1TUi 0'I 00'1 0'I 0'T 00'T 00'T 00'1 0'T 0 "1 0'T 0 "T 0'i :fPV 41x000 0'I 00'T 00'1 0'T 00'1 00'T 0'T 00'1 00'T 00'1 0'I 00'1 :floe 4;M015 58 Sbt 0 0 :Ton 0900 58 0 56I 0 0 0 0 0 :NA 0999 :elnpoW awn10A :ainpoW awn3OA 1 11 11 11 1 I 11 11 11 I 0 1 0 OT 0 1 0 0 1 0 I 0 0 I 0 I 0 0 T :99907 0 1 0 0 T 0 1 0 0 1 0 1 0 0 I. 0 I 0 0 I :9aue7 8pn10UI apnloui eonlouI apnTOUI :91y6Ta apnT3UI apn30u1 apniouI apn10uI :914 pa1TOa4uoou0 paii01luooup U6;S do19 u6TS do1S :1033903 p0TTOa;u0pup pe11ox3uooup ubTS dole ubls do15 :1014uo0 1 11 1 1 11 I I 1 1 1 1 I I " I a- 3- 7 a- Y - 7 0- 3- 7 a- Y- 7 :11.10wa405 a - Y- 7 U-1- 7 a - Y- 7 a- Y - ') :wawa/log punog Isom punog 3993 punog 4;no5 punog 431054 :4oeoaddy punog 39044 ponce 4993 punog 41n0S punos 4410N :4700188v .................... � +` :,..,. 0.6 04 /oxs) AOToa 05910411 V 0314109 30 10A0'I ase0 4905 ,... `(4� ,... � � 1, + +.,4.... 0.... :(4 /oes) V Tn10S 30 Tana7 0993 4sdog Ae Tao a5e1a4y ....«, ...........+ ..................: ••• ..................................... ......+,....,..................,............,,.., ...... ..... ...... .......... ,.,.. 0 PEOU 9' pameg1999 L)4 107100910491 0 peon 9 'pa 1100 1009013 LM uofl300l0l4I ................................. + j . «.•••;y.••+ ........................................ oATleulalry 090T04 014193) PO41a5 PaZTTeu61su5WOH 000Z a4Tleula4Ty awnlod ......................... .......•'� se9)PO44sK PazTTeu6TsupWOH 000 Z 4103043 uo5le;ndwo0 03T4105 30 Te001 llodaa uoTlelndmo3 a °TALUS 30 Tan07 ( x31• asnpue7po501N -Ia) ( x31• asppue9po501N6u1sso -Ta) 901490x54 U ano411M calnseap uoflebrlfl 153041114 6uTSS01O 9,4019 bujoso30 9,4019 T -0Z abed ZS:06:SI (00Z '9I ARK T03 AepxaaM - xead lid EZOZ T-6T abed 31:0:s1 E00Z '9I AM T13 Aepxaa4 - x90d Wd (NZ a a a MI 41111 MR a MIN 111111 OM NIB 011 IS all MI s OM MN MI • • • 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 21 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 22 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse .t£x) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized * Method * (Future Volume Alternative) ***?4******* Intersection #8 * Prosser * Dam * Rd. * 6 East * Alder * Creek * Rd * * * * * * * * * * * * * * * * * * * * * * * * * * * Intersection * 88 * Prosser * Dam * Rd. * 6 East * Alder * Creek * Rd. * * * * * * * * * * * * * * * ** I * * * * * * * ** Average * * ** Delay **( sec /v*eh): ** * ** • * 8.8 * * * * * * * * ** * * * * Worst * Case * Level *** Of ** *Service : ** * ** A Average ** ** Delay ** *(sec /veh) : * ** ** ** *12.9 * * * * ** * * ** ** * * ** Worst * * * Case Level Of Service * * *B Approach : North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 I 1 11 11 11 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include - Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 11 11 11 1 1 11 1I 11 I Volume Module: Volume Module: Base Vol: 0 55 65 80 0 30 10 Base Vol: 55 65 80 0 30 10 Growth Adj: 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 Initial Bse: 0 55 65 80 0 30 10 Initial Bse: 55 65 80 0 30 10 User Adj: 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1,00 1.0 1.00 1.00 Added Vol: 35 52 3 12 4 0 PHF Adj: 0.9 0.95 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 0 58 68 • 84 0 32 11 Initial Fut: 90 117 83 12 34 10 Reduct Vol: 0 0 0 0 0 0 0 User Ad): 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 Final Vol.: 0 58 68 84 0 32 11 PHF Adj: 0.9 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.95 1 '11 11 11 1 PHF Volume: 95 123 B7 13 36 11 Critical Gap Module: Reduct Vol: 0 0 0 0 1 0 0 Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: . 95 123 87 13 36 11 FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Mod le: 11 11 11 1 Critical Gp: 7. xxx xxxx 7. xxx 6.2 4.1 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: FollowUpTim: 3. xxx xxxx 3. xxx 3.3 2.2 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx 258 xxxx 37 42 xxxx xxxxx xxxx xxxx xxxxx 1 11 11 11 I Potent Cap.: xxxx xxxx xxxxx 735 xxxx 1041 1580 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx 711 xxxx 1041 1580 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 428 xxxx xxxxx 381 xxxx 41 46 xxxx xxxxx xxxx xxxx xxxxx 1 11 11 11 1 Potent Cap.: 540 xxxx xxxxx 581 xxxx 1036 1574 xxxx xxxxx xxxx xxkx xxxxx Level Of Service Module: Move Cap.: 461 xxxx xxxxx 546 xxxx 1036 1574 xxxx xxxxx xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx 10.1 xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: * * * B * * A * • • * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.9 xxxx xxxxx 11.7 xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 1041 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * B * * A * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * A * * - * * * * Shared Cap.: xxxx xxxx 0 xxxx xxxx 1036 xxxx xxxx xxxxx xxxx xxkx xxxxx ApproachDel: xxxxxx 8.8 xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachL09: * A * * Shared LOS: * * * * * A * ApproachDel: 12.9 9.0 xxxxxx xxxxxx ApproachLOS: 9 A * * 5,1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO a 11111111 aO a s .a a a v r a i i i a a M 1 N MO 1- !■ e s r MR 1 11111 r 1 MN 1 am 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 23 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 24 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDMOdLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM UnsignalizedMethod (Base Volume 2000 Unsignalized Method (Future Volume Alternative) ..0x. «. «.,,, . *14 *CM* . alize14 O e0 « « * « * *14 V **um« * xx ** ****v*. * *f 4* }e ** 1414 * x« 2000 * 140x*««« * * * *xx * ...*** * x«. *.r* * V* « *e **** «x« ve14 * *1404*} t** Intersection 010 SR 89 6 Donner Pass Rd. Intersection 010 SR 89 E. Donner Pass Rd. * . **tff0f 1414 .* 14* *1414 Intersection **** + 0 Donner *** **** **140 x14* *** * «14 x14«14 0* : * * *** *******x «x ** 14x: ***x*: . ** x * ** ** ** * * * *******14 .****x14. «14.14. x 0x . *.. * 0 . « * x x«.1414 x« .1414. 14 . 140 «x 1414 14 Average Delay (sec /veh):2534.4 Worst Case Level Of Average Delay veh) ( sec /: OVERFLOW Worst Level F Av0 *. la. * ***** x« * *x* «4 *x ** x x * * * * * * * 14 0 * * x L * «14 * x14 * Se* ** *1414 * *F .x+ *14 a * xe0 *14 «veh) * ** * « *x * * * * * * * * ** *r *14 * ***** ***** * ** * + *.*ce:* 1414 ** * * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 1 I 11 1I I1 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 1 11 11 11 I 1 I1 11 11 I Volume Module: Volume Module: Base Vol: 425 515 220 410 515 160 Base Vol: 425 515 0 0 220 410 515 0 160 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 425 515 220 410 515 160 Initial Bse: 425 515 0 0 220 410 515 0 160 0 0 0 User Adj: 1.00 1.00 1.0 .1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 149 103 4 145 44 90 42 0 107 24 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PassereyVol: 0 -14 14 9 -9 0 0 0 0 9 0 14 PHF Volume: 447 542 232 432 542 168 Initial Fut: 425 650 117 13 356 454 605 42 160 116 24 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 447 542 232 432 542 168 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 11 11 11 I PHF Volume: 447 684 123 14 375 478 637 44 168 122 25 18 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 447 684 123 14 375 478 637 44 168 122 25 18 FollowUpTim: 2.2 xxxx,xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I 11 11 11 I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 663 xxxx xxxxx xxxx xxxx xxxxx 1668 xxxx 232 xxxx xxxx xxxxx 1 11 II 11 I Potent Cap.: 935 xxxx xxxxx xxxx xxxx xxxxx 107 xxxx 813 xxxx xxxx xxxxx Capacity Module: Move Cap.: 935 xxxx xxxxx xxxx xxxx xxxxx 67 xxxx 813 xxxx xxxx xxxxx Cnflict Vol: 853 xxxx xxxxx 807 xxxx xxxxx 2064 2104 375 2388 2521 746 1 11 11 11 1 Potent Cap.: 795 xxxx xxxxx 827 xxxx xxxxx 41 52 676 24 26 417 Level Of Service Module: Move Cap.: 795 xxxx xxxxx 827 xxxx xxxxx 0 22 676 0 12 417 Stopped Del: 12.3 xxxx :xxxx xxxxx xxxx xxxxx 3318 xxxx 10.6 xxxxx xxxx xxxxx 1 11 11 11 1 LOS by Move: B * * • * * F * B • * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 15.2 xxxx :xxxx 9.4 xxxx :xxxx xxxxx xxxx :xxxx :xxxx xxxx :xxxx Shared Cap.: xxxx xxxx :xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: C • * A * * • IF • • • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT • Shared LOS: * * * * * • * • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 96 xxxx 0 xxxxx ApproachDel: xxxxxx • xxxxxx 2534.4 « xxxxxx Shrd StpDel:xxXxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx 653.5 xxxxx xxxx xxxxx ApproachL05: * * F • Shared LOS: * * * A * * • • F * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * F F Ovcvv -/ Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L85C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 25 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 26 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDMOdLandUSe. tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume (........,#++.********* * * *** Alternative) + +« « « * ** * ** * * * * * *. 2000 11014 Operations * Method « (Future Volume Alternative) Intersection X11 SR 267 6 I- * 80 WB * Off /On Ramp •* +* +**•••+ *'•* '• Intersect ion **** X11 *** SR +26.7 + * + '• & 1 -80 *** WB *** *'• Off/On * Ramp * * * * « * * * * «. * + * * * * * * * * + «* **** * * «* Cycle * (sec): * + + + * *+ * 100 ' **• * * + « «•• *• *•• Critical * Vol * /Cap. (X): • *+ *••• 1.422 * * * ** Cycle * (Sec*' 100 Critical Vol. /Cap. (X): • 1 1 .487 • Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 180.2 Loss Time (sec): • 12 (Y +R - 4 sec) Average Delay (sec /veh): 188.1 Optimal Cycle: 180 ** * *Level *** Of * * * *Service:* * * * * * * « « « * « * * * *.F * + * ** Optimal Cycle: * ** `80 * * * * * * * * * * * * * ** + Level * Of * Service: ********** +** I * * F ** Approach: * * ** * North * Bound * * ** * South Bound East Bound West Bound Approach: **** North Bound South Bound ** * * East * Bound West' Movement: L - T- R L- T- R L- T- R L- T- R Movement: L - T- R L T R L T R L T R 1 II II II 1 I II I I II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 10 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 I 11 II II 1 I II II 11 I Volume Module: Volume Module: Base Vol: 1060 345 370 10 595 455 Base Vol: 1060 345 370 10 595 455 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00.1.0 1.00 Initial Bse: 1060 345 370 10 595 455 Initial Bse: 1060 345 370 10 595 455 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 216 102 150 0 37 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 1116 363 389 11 626 479 Initial Fut: 1060 561 472 160 595 492 Reduct Vol: 0 0 0 0' 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduced Vol: 1116 363 389 11 626 479 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 1116 591 497 168 626 518 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 1116 363 389 11 626 479 Reduced Vol: 1116 591 497 168 626 518 I II 11 II I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1116 591 497 168 626 518 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 I II II 11 I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 II 11 1 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.0D 0.00 1.00 0.I 0 1.00 Vol /Sat: 0.62 0.19 0.00 0.00 0.20 0.01 0.00 0.00 0.00 0.43 0.00 0.30 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Crit Moves: ••*, **** **** 1 11 11 11 I Green /Cycle: 0.43 0.58 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.30 0.00 0.30 Capacity Analysis Module: Volume /Cap: 1.42 0.33 0.00 0.00 1.42 0.05 0.00 0.00 0.00 1.42 0.00 0.98 Vol /Sat: 0.62 0.31 0.00 0.00 0.26 0.10 0.00 0.00 0.00 0.43 0.I 0 0.32 Delay /Veh: 225.7 11.1 0.0 0.0 253 37.0 0.0 0.0 0.0 237.8 0.0 71.3 Crit Moves: * *•• **** *fl* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.42 0.59 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.29 0.00 0.29 Ad'Del /Veh: 225.7. 11.1 0.0 0.0 253 37.0 0.0 0.0 0.0 237.8 0.0 71.3 Volume /Cap: 1.49 0.53 0.00 0.00 1.49 0.59 0.00 0.00 0.00 1.49 0.00 1.11 DesignQueue: 41 9 0 0 20 1 .0 0 0 27 0 20sery /Veh: 255.3 12.6 0.0 0.0 276 11 0.0 0.0 0.0 267.0 0 111.8 ****** « « ,**++++++,....+++ + + + +•,. * + * + * + * +• * * + * * * +••• * * *• « * * * * * * * * •* * * * * * * * * * •* * User V 1.00 1.06 1.00 10 1.00 1.00 2 100 1.00 1.00 1.00 0 1.. 00 1.00 Adj De l / 1 /Veh: eh: 255.3 12.6 0.0 0. 0.0 276 41.2 0.0 0 0..0 0.0 267.0 Ol0 111.1.8 DesignQueue: 43 15 0 0 24 8 0 0 0 27 10 22 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, C r i s e m■ ■s - a a s I s ■r 0111 MP s • Ns MO _ _ _ _ _ _ _ _ _ • _ _ _ l_ _ _ _ _ ._ 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 27 -1 2023 PM Peak = Weekday Fri May 16, 2003 15:40:12 Page 28 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDModLandUSe .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operation Method ( BaseVolume Alternative) 2000 HCM Operations (Future Volume Alternative) RR . }*R ** * ** *. } * *** } * ** *** ****** * ***** * * * **** } * * * * * * * * * * * * . * . . * * . * a * a aaa . a « :*. *. * * ** ***}R** } **a***** * * * * * *** * ****** * * ** *. * ** *** *** **. .* *** »R }..* *a Intersection 912 SR 267 6 I -80 EB Off/On Ramp Intersection 912 SR 267 6 I -80 EB Off /On Ramp f * ** ***********4 *********** ***** ♦ } ****♦ ****** ***a*♦ * ♦ * ** *** * * *♦ ******♦ * ********* *f**** ** **♦ ** * *** *** ** **** **** ******* ** * a *1*** ff } a*fa ** }R RR ** a R ♦f *Rf ** * * **ff •* Cycle (sec): 175 Critical Vol. /Cap. (X): 1.049 Cycle (sec): 175 Critical Vol. /Cap. (X): 1.225 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 45.6 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 96.5 Optimal Cycle: Service: *D Optimal Cycle: 180 F ****** ** ** *: * * * ** * *** * *. « * * * * * *** * * * « * R* * a* * ** **** * ***. * * * ****. **** R * * * ** ** «a*. * * * ** **f* * * * * ** * * *** .* ** * Leval * *f * RR***** a * * * * * * * * * * * * * * *. *aaa** * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R 0 - T- R L- T- R I II I I I I 1 I I I 1 1 1 1 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 II 11 II 1 1 11 II 11 I Volume Module: Volume Module: Base Vol: 1405 640 340 625 69 Base Vol: 1405 640 340 625 0 69 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1405 640 340 625 69 Initial Rae: 1405 640 340 625 0 69 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 Added Vol: 90 0 30 72 125 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 1479 674 358 658 Initial Fut: 1495 640 370 697 125 69 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1479 674 358 658 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1574 674 389 734 132 M,F Adj: 1.0 1.00 1.00 1.00 1,00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 Retluct Vol: 0 0 0 0 0 Final Vol.: 1479 674 358 658 Reduced Vol: 1574 674 389 734 132 I 11 11 11 I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 -1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1574 674 389 734 132 Adjustment: 1.00 1.00 0,85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I II , 11 11 I Lanes: 0.00 1.00 1,00 1.00 1.00 0.00 0.00,1.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 0 1900 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 11 1 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.0D 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.78 0.42 '0.20 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: **** * * ** I II II 11 1 Green /Cycle: 0.00 0.74 0.74 0.19 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module:. Volume /Cap: 0.00 1.05 0.56 1.05 0.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.83 0.42 0.22 0.39 0.00 0.10 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 60.4 10.6 133.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: **** **** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.68 0.68 0.18 0.85 0.00 0.08 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 60.4 10.6 133.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 1.23 0.62 1.23 0.45 0.00 1.23 0.00 0.00 0.00 0.00 0.00 Designoueue: 0 47 19 30 5 0 0 0 0 0 0 0 Delay /Veh: 0.0 137 16.8 198.3 3.3 0.0 239.8 0.0 0.0 0.0 0.0 0.0 **************»«****** *********************** * ** *. »*** * * * * *** * * *** * * * * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . AdjDel/veh: 0.0 137 16.8 198.3 3.3 0.0 239.8 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 63 23 33 12 0 12 0 0 0 0 0 ************************************************ ** **** ** *** * * **** * *R* * * * *** * * *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS60 , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 29 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 _.. Page 30 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report * * * * *}e}f}f * 2000 * HCM Operations Method *(Base * * * * * ** Volume *Alternative) * * * * * * * * * * +* * * * + * * + + * * * * * ** * + + * * + + * ** * 20 00 HCM Operations * Method * (Future Volume * Alternative) * ** *++`+* Intersection 813 SR 267 6 * Brockwa * * * * ** * + * ** Intersection 413 SR 267 6 Brockway * * * + * * * * * * * * * * + + * + * * * * * * * * + ** I * ** * ** Cycle * (sec): * ** * + ** 180 * * ** *Critical * . 4444444444 (X) : * * * ** 4444444 2258 * * ** Cycle (sec): 180 * * * * * ** Critical Vol./Cap. (X): 2 *+ Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 520.0 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 530.9 Optimal Cycle: 180 Level Of Service: F Optimal * 180 Level Service: P ** + ** ** ** * ** **44 4 ** * *** ****4 *:x444 *u **44 *444**** *4 + **4* *x444** **« **44* +x4+44«++ *44* * * **. ** . * * **4 * + * * * * * * * * * ** + * * ** *** ** ..* * * * * * * * * * * ** ** *** Approach: 4 North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West1 Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T R L T R L T R 11 II II I I 11 11 II Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 10 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1) 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1) 0 0 1 11 11 II I I II II II I Volume Module: Volume Module: Base Vol: 1330 1930 15 55 1145 180 80 990 10 35 Base Vol: 1330 1930 15 55 1145 180 80 990 10 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Initial Bse: 1330 1930 15 55 1145 180 80 990 10 35 Initial Bse: 1330 1930 15 55 1145 180 80 990 10 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Added Vol: 0 64 0 0 51 21 26 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1400 2032 16 58 1205 189 84 1042 11 37 Initial Fut: 1330 1994 15 55 1196 201 106 990 10 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduced Vol: 1400 2032 16 58 1205 189 84 1042 11 37 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 PHF Volume: 1400 2099 16 58 1259 212 112 1042 11 37 )4LF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final vol.: 1400 2032 16 58 1205 189 84 1042 11 37 Reduced Vol: 1400 2099 16 58 1259 212 112 1042 11 37 I II II II 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Saturation Flow Module: 4IIF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1400 2099 16 58 1259 212 112 1042 11 37 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.74 D.85 0.85 0.42 0.42 0.42 I II II II I Lanes: 1.00 0.99 0.01 1.00 1.00 1.00 1.00 0.01 0.99 0.21 0.09 0.70 saturation Flow Module: Final Sat.: 1805 1883 15 1805 1900 1615 1400 8 1609 167 76 562 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 II 1 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.74 0.85 0.85 0.42 0.42 0.42 Capacity Analysis Module: Lanes: 1.00 0.99 0.01 1.00 1.00 1.00 1.00 0.01 0.99 0.21 0.09 0.70 Vol /Sat: 0.78 1.08 1.08 0.03 0.63 0.12 0.06 0.65 0.65 0.07 0.07 0.07 Final Sat.: 1805 1884 14 1805 1900 1615 1400 8 1609 167 76 561 Crit Moves: * * * * * ** **** 1 11 11 11 I Green /Cycle: 0.34 0.61 0.61 0.02 0.28 0.28 0.29 0.29 0.29 0.29 0.29 0.29 Capacity Analysis Module: Volume /Cap: 2.26 1.78 1.78 1.78 2.26 0.42 0.21 2.26 2.26 0.23 0.23 0.23 Vo1/Sat: 0.78 1.11 1.11 0.03 0.66 0.13 0.08 0.65 0.65 0.07 0.07 0.07 Delay /Veh: 630.4 390 389.8 537.7 637 53.3 49.0 637 637.2 49.5 49.5 49.5 Crit Moves: 44 ** 4444 * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.34 0.61 0.61 0.02 0.29 0.29 0.28 0.28 0.28 0.28 0.28 0.28 AdjDel /Veh: 630.4 390 389.8 537.7 637 53.3 49.0 637 637.2 49.5 49.5 49.5 Volume /Cap: 2.29 1.82 1.82 1.82 2.29 0.45 0.28 2.29 2.29 0.23 0.23 0.23 DeslgnQueue: 114 112 1 6 104 14 6 0 87 1 0 3 Delay /Veh: 644.9 410 409.6 558.5 650 53.0 50.7 652 651.6 50.1 50.1 50.1 4444 * * * **44 *444 *+ * * * **+4*« «*+ *+ * * * ** «4 * » * * * * ** ** *** ** * * *" * * * * * * * * * * * * * * * . + * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 644.9 410 409.6 558.5 650 53.0 50.7 652 651.6 50.1 50!1 50.1 g DeslnQueue* 16 *********** 6 ****** * * *** * * * * ** * * * ** * * * *** * * * * * 1 * ** * * * * * * 3 * 108 16 8 0 88 Desi noueue 115 116 1 6 108 16 8 0 88 1 0 3 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, C 1 1 1 1- 1 1 1 N 1 1- 11111 1 E 1 1 1 1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 31 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 32 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures (R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base 2000.HCM Operations Method (Future Volume Alternative) ..***... a :a. * ***a * * « **aaaa *** ** « * «aaa * * *aaa. * ** ***aaaa ** * * « « * « « » »aa a.. ** a *****aaa* ****x * ******* « a**** * ******* * * **** *• *** **a* * * *** aaa... * + «a *x Intersection 014 267 6 Schaffer ** * Mill Rd. Intersection 014 267 6 Schaffer Mill Rd. * *** . +« * *. * * a a a a * aaa. * * a * * * * * * * « « « a * **** .* **a . a :a.... ** **** **« «aa *** * * * * * a a a a * * * . * a** ** **a * ***** * ** * a... ****a * **** * ** * * *x + x aaa **a *a. *a . ** ** +a*,. Cycle (sec): 180 Critical Vol. /Cap. (X): 2.400 Cycle (sec): 180 Critical Vol. /Cap. (X): 2.444 Loss Time (sec): 12 (Y +R w 4 sec) Average Delay (sec /veh): 466.8 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 483.2 Optimal Cycle: 180 Optimal Cycle:OPTIMIZED Level Of Service: a *a*aa * a ** a* aaaa* * *a * * ** **aaaa ** * ** * *a «a * *a ' « «*aaaa ***************** * * *** a * . *aaa* * * a«* *+aaa*** ** a *** a * * * * ** ** Level * a* er aaaa *a * `****fe a ** ** * *a * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I. I 11 II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 2 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 195 1455 130 335 1220 580 940 115 275 270 130 905 Base Vol: 195 1455 130 335 1220 580 940 115 275 270 130 905 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 1455 130 335 1220 580 940 115 275 270 130 905 Initial Bse: 195 1455 130 335 1220 580 940 115 275 270 130 905 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 46 0 9 37 5 7 0 0 0 0 11 PHI' Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 205 1532 137 353 1284 611 989 121 289 284 137 953 Initial Fut: 195 1501 130 344 1257 585 947 115 275 270 130 916 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 205 1532 137 353 1284 611 989 121 289 284 137 953 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 205 1580 137 362 1323 616 997 121 289 284 137 964 alLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1532 137 353 1284 611 989 121 289 284 137 953 Reduced Vol: 205 1580 137 362 1323 616 997 121 289 284 137 964 I 11 11 II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 205 1580 137 362 1323 616 997 121 289 284 137 964 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.47 0.47 0.85 0.20 0.20 0.85 I II 11 II I Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.11 1.00 0.67 0.33 1.00 Saturation Flow Module: Final Sat.: 1805 1900 1615 1805 1900 1615 799 98 1615 258 124 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II II 11 1 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.47 0.47 0.85 0.19 0.19 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.11 1.00 0.67 0.33 1.00 Vol /Sat: 0.11 0.81 0.08 0.20 0.68 0.38 1.24 1.24 0.18 1.10 1.10 0.59 Final Sat.: 1805 1900 1615 1805 1900 1615 798 97 1615 249 120 1615 Crit Moves: * * ** * * ** I 11 11 II I Green /Cycle: 0.06 0.34 0.34 0.08 0.36 0.36 0.52 0.52 0.52 0.52 0.52 0.52 Capacity Analysis Module: Volume /Cap: 1.89 2.40 0.25 2.40 1.89 1.06 2.40 2.40 0.35 2.14 2.14 1.14 Vol /Sat: 0.11 0.83 0.08 0.20 0.70 0.38 1.25 1.25 0.18 1.14 1.14 0.60 Delay /Veh: 517.9 694 43.6 732.8 464 111.7 680.0 680 26.0 571.9 572 122.5 Crit Moves: **** **** ` *** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.06 0.34 0.34 0.08 0.36 0.36 0.51 0.51 0.51 0.51 0.51 0.51 AdjDel /Veh: 517.9 694 43.6 732.8 464 111.7 680.0 680 26.0 571.9 572 122.5 Volume /Cap: 1.92 2.44 0.25 2.44 1.92 1.05 2.44 2.44 0.35 2.23 2.23 1.17 DesignQueue: 20 129 9 34 100 43 57 7 15 15 7 53 De3.ay /Veh: 530.4 714 43.1 752.5 476 108.5 700.6 701 26.5 616.4 616 132.5 ** aaa *** * * *a *aaa *a * ***. »*a* *a * * *a *aaaa **.***aaa* ** * * *** **** *aaa** *.aaaa* ***aaa* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • AdjDel /Veh: 530.4 714 43.1 752.5 476 108.5 700.6 701 26.5 616.4 616 132.5 DesignQueue: 20 134 9 35 103 43 58 7 15 15 7 54 * *.aaaa* aaa *** *aaa*. «*** * ***a* * * * * «a ***aaaa * «**a« *aaaa* **.aaaa* *** **.aaa Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 33-1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 34 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report * * * ** ** * 2000 * ACM Unsignalized Method * (Base * * Volume * Alternative) * ** * * * * * * * * * * * ** * * * * * ** 2000 ** HCM * Unsignalized * Method * (Future * * Volume * Alternative) ** * * * * * ** Intersection * 1315 * SR * 267 * 4 Northatar Dr. * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * Intersection 1315 SR 267 s NOahsaar Dr * * * * * * * * ** * ** * * * * * * * * * * * * * ** * * * * ** Average Delay * 1581.3 * * * * ** * ** Worst * Case * Level *** Of * * Service * ** ** F Average * * ** Delay * * *(sec /veh): * * * ** *1880.4 * * * * * * * ** * * * Worst Case * Level * 0f * Service )' * ** * F Approach: * North * Bound * * ** * South Bound East Bound West Bound Approach: North Bound South Bound East Bound * * West * Bound * Movement: L - T - A L - T - R L - T - R L - T - R Movement: L- T- A L - T- R L. - T R L T R I 11 11 II' I I 11 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: - Include Include Incluue Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 I 11 11 11 I 1 11 II II I Volume Module: Volume Module: Base Vol: 190 1320 30 1130 475 365 35 220 10 10 Base Vol: 190 1320 30 1130 475 365 35 220 10 10 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bse: 190 1320 30 1130 475 365 35 220 10 10 Initial Bse: 190 1320 30 1130 475 365 35 220 10 10 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 35 0 28 9 12 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PesserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 200 1389 32 1189 500 384 37 232 11 11 Initial Fut: 190 1355 30 1158 484 377 35 220 10 10 Reduct Vol: 0 0 0 0 • 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Final Vol.: 200 1389 32 1189 500 384 37 232 11 11 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 I 11 II 11 1 PHF Volume: 200 1426 32 1219 509 397 37 232 11 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 10 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 200 1426 32 1219 509 397 37 232 11 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: II 11 II 1 Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6. Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 410 3. Cnflict Vol: 1689 xxxx xxxxx 1421 xxxx xxxxx 3013 3021 1189 3389 3505 1405 1 11 II II I Potent Cap.: 383 xxxx xxxxx 485 xxxx xxxxx 8 13 231 4 6 173 Capacity Module: Move Cap.: 383 xxxx xxxxx 405 xxxx xxxxx 0 6 231 0 3 173 Cnflict Vol: 1728 xxxx xxxxx 1458 xxxx xxxxx 3079 3087 1219 3461 3581 1442 1 II 11 11 1 Potent Cap.: 370 xxxx xxxxx 470 xxxx xxxxx 7 12 222 4 6 164 Level Of Service Module: Move Cap.: 370 xxxx xxxxx 470 xxxx xxxxx 0 6 222 0 3 164 Stopped Del: 24.2 xxxx xxxxx 12.5 xxxx xxxxx 0.0 3292 105.0 0.0 xxxx xxxxx I 11 11 II I LOS by Move: C * * B * * * F F * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTA - RT Stopped Del: 25.6 xxxx xxxxx 12.7 xxxx xxxxx 0.0 3843 118.7 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4 LOS by Move: D * * B * * * F F * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2636 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * • * * * • * * * * F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4 ApproachDel: xxxxxx xxxxxx 223.1 1581.3 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3134 ApproachLOS: * * F F Shared LOS: * • * * • * * * * F ApproachDel: xxxxxx xxxxxx 254.1 1880!4 ApproachLOS: * * F F GS, Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to-LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • MO MI a CM - - OM Elle al I n I , In i MI la MI NM MI MI . IIIIII MI MI MI IIIIII OM Mil III. .111 MO IIIIII 11.11 MO 111. 1111111 • 2023 91.4 Peak - Weekday Fri May 16, 2003 15:40:12 Page 35 -1 2023 91)1 Peak - Weekday Fri May 16, 2003 15:40:12 Page 36 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDModLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Uns*gnallzedMethod ( BaseVolume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) * * * *.* ** * « • * . *** * *** ***« *e* * *e**e ** ** * * * * * * «*,,. «** ** * * ** **** ** ** ***** ***e* *** ** * **** * *e** **** *e***** * ** ***e * **** ** * ** **« * **** « «*e * * * * * * * * * * * ** Intersection * 01 1 6 * Donner Pass Rd * 6 * * * * Pioneer Trails * * * * * ** * * * * * * ** * Intersection 016 * Donner * * Pass Rd. *e 6 * * * Pioneer Trails * ** * * * * ** Average Delay * 371.0 * * * ** *Worst *Case *Level Of *Service :* e** * * ** ****• * F Average Delay Delay (sec /veh): * * * * * *** * ** 616.1 * * * * * **e * e** Worst **** Case **e*** ** Level Of Service: : * * * * * * * F **** *** *** e* * *** * ** * ****** * * ** *• * * ** ****e*** * * *** * * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L T R I 11 11 11 1 1 11 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ( 11 11 11 I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 355 470 475 120 205 460 0 Base Vol: 355 470 475 120 205 460 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 355 470 475 120 205 460 0 Initial Bse: 355 470 475 120 205 460 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 0 114 54 14 18 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 374 495 500 126 216 484 0 Initial Fut: 355 584 529 134 223 460 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 374 495 500 126 216 484 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 1 11 11 It I PHF Volume: 374 615 557 141 235 484 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 374 615 557 141 235 484 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: 1 II 11 11 1 Critical Gp: 4.1 xxxx xxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxx xxxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxx xxxxx Cnflict Vol: 626 xxxx xxxxx xxxx xxxx xxxxx 1742 xxxx 500 xxxx xxxx xxxxx 1 II II II I Potent Cap.: 965 xxxx xxxxx xxxx xxxx xxxxx 96 xxxx 575 xxxx xxxx xxxxx Capacity Module: Move Cap.: 965 xxxx xxxxx xxxx xxxx xxxxx 67 xxxx 575 xxxx xxxx xxxxx Cnflict Vol: 698 xxxx xxxxx xxxx xxxx xxxxx 1919 xxxx 557 xxxx xxxx xxxxx I 11 11 II I Potent Cap.: 908 xxxx xxxxx xxxx xxxx xxxxx 75 xxxx 534 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 908 xxxx xxxxx xxxx xxxx xxxxx 51 xxxx 534 xxxx xxxx xxxxx Stopped Del: 11.1 xxxx xxxxx xxxxx xxxx xxxxx 1123 xxxx 36.1 xxxxx xxxx xxxxx 1 11 11 II I LOS by Move: B * * * * * F * E * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 11.7 xxxx xxxxx xxxxx xxxx xxxxx 1789 xxxx 47.3 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * * F * E * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTA - RT Shared LOS: * * • * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 371.0 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxxx xxxxx * ApproachLOS: * * F * Shared LOS: * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 616.1 xxxxxx ApproachLOs: • F • 4 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 37 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 38 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) « * ** * ** + + ** xxx * * * *+ * * * * **** * ** * *« * * * * * ** * * k **** * * * **** * * ** * * * * *** ** * *r** ** *** * ***** * * * ***. * * * * * * * * * * * ** ** + ** *** ** * * * * * ** * * * * * * * ** n t + ****** Intersection 017 Donner Pass Rd. 6 I -80 WB On Ramp Intersection 017 Donner Pass Rd. b I-80 W9 On Ramp Average Delay 4} *( sec /veh): ** + +12+ +* .2 + * + * *** ** « * * * +* Worst e Case Level *« Of *** *Service *•* * *. * ** * B Average Delay *' +(sec /veh): *' 4` * 12.8 }}e + * *. * Worst * Case + Level ` Of * Se`vice�: + * ** * B Approach: North Bound South Bound East Bound West Bound Approach: North Bound East Bound ** ++ West Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T R L R I I I I I I I I I I I II 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 I 11 11 11 I I 11 11 11 I Volume Module: Volume Module: Base vol: 260 825 545 295 0 0 Base Vol: 260 825 545 295 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Initial Bse: 260 825 545 295 0 0 Initial Bse: 260 825 545 295 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 Added Vol: 0 114 48 7 PHF Adj; 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 PasserByVol: 0 0 0 0 PHF Volume: 274 868 574 311 0 0 Initial Fut: 260 939 593 302 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Final Vol.: 274 868 574 311 0 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.9 1 II 11 11 I PHF Volume; 274 988 624 318 Critical Gap Module: Reduct Vol: 0 0 0 0 • Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 274 988 624 318 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II 11 II 1 Critical Gp: 4.1 xxxx xxxx xxxxx xxxx xxxxx xxxxx xxx xxxxx xxxxx xxx xxxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxx xxxxx xxxx xxxxx xxxxx xxx xxxxx xxxxx xxx xxxxx Cnflict Vol: 884 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I 11 II 11 I Potent Cap.: 774 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 774 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 942 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II 11 I Potent Cap.: 736 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 736 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 12.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I 11 II 11 I LOS by Move: 8 * * * * • * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - AT LT - LTA - RT LT - LTR - RT Stopped Del: 12.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * * * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx - Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * * * Shared LOS: * * * * * * * * 3 ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachL05: * * * * A (0 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO ■■■ OM a a a - - - - I el - i OM la 111. all • 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 39 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 40 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDMOdLandUSe .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) a*. ... ***********«•************************ a*** ** * * * * *** * * *** ** *** * * * * ***** ** *: * * * ** *. * *** *o*. * **. * * * * * ** * * * * * ** * *** *** * ** *. * * * * * * ** * * * * ** * * * ** Intersection 418 Donner Pass Rd. 6 Ie80EB Off Ramp Intersection 418 Donner Pass Rd. 5 1-80 EB Off Ramp ** .xxxx* .xxxx**** ** « .*.* a * * * * * . «. * *a**. «« • * * *• • x* * * * * *a.«* ****** * * * * *aa .. *. * « xxxx *a « .* a «* *a«* * * * * ** *xxxx * ***** *a« *x+ ** * . a« * * ** xxxx **,* * a «a ** Average Delay (oot /veh)` 151.2Worst Case Level Of Service: F Average Delay (sec /veh): 249.0Worst Case Level 0£ Service: F ***** a« *.x* * * xxxx*** * ** * *x x * *aa« * + ** « * * +a• * *a** * *a*. a * x* * * * * «. a xxxx.** * « *.. *x x**. * « *«xxxx * «*t * * xxxx* * *ax. * * ** * xxxx* * * xxxx xxxx**« *S **c * * * * * * * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R 1. - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 II 11 1 1 11 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 1 11 II II I I 11 II II 1 Volume Module: Volume Module: Base Vol: 815 0 410 265 315 Base Vol: 815 410 265 315 Growth Adj: 1.0 1.00 1.0 1.00 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 815 0 410 265 315 Initial Bse: 815 410 265 315 User Adj: 1.0 1.00 1.0 1.00 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 106 48 8 0 PHF Adj: 0.9 0.95 0.9 0.95 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 858 0 432 279 332 Initial Fut: 921 458 273 315 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 858 0 432 279 332 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 1 11 11 11 1 PHF Volume: 969 482 287 332 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 969 482 287 332 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Mod le: 1 11 11 11 1 Critical Gp:xxxx xxxx xxxx xxxxx xxxx xxxx 6.4 xxx 6.2 xxxxx xxx xxxxx Capacity Module: - FollowUpTim:xxxx xxxx xxxx xxxxx xxxx xxxx 3.5 xxx 3.3 xxxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1289 xxxx 432 xxxx xxxx xxxxx 1 11 11 11 I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 182 xxxx 628 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 182 xxxx 628 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1452 xxxx 482 xxxx xxxx xxxxx II 11 11 1 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 145 xxxx 588 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 145 xxxx 588 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 310.8 xxxx 17.0 xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: • • * • * * F * C * * * Level Of Service Module: Movement: LT - LTD - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 514.7 xxxx 18.7 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * * * * * F • C * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * • * • * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 151.2 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: • * F * Shared LOS: * * * * • * * • • * • • ApproachDel: xxxxxx xxxxxx 249.0 xxxxxx ApproachLOS: * * F • /y•5 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 41 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 42 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( 21- 2023GraysCrossin9NTDModLandUse .ifx) ( R1- 2023GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report * * * * * *. * 2000 HCM * Unsignalized Method * * * ` (Base Volume Alternative) * ** *. *; * * ** * * ** * ** * 2000 HCM Unsignalized Method . (Future * Volume * * *• Alternative) ..*******j.******* Intersection #19 Donner Pass * Rd. * 6 * Glensh ****** * * * ** * * *' *f }et ** Intersection ` #19 * Donner * Pass Rd* 6 * Glenshdee * Rd. * * Average * * ** Delay* * * (sec /veh) : * ** ** ** 435` * * * * * * * * * * * ** Worst * Case * ** Level Of Service: * * * * * ** F Average * * ** Delay ** * (sec /veh): * * **** 685.0 * * * * * ** **' * ** Worst * Case * Level Of Service: * * * * F Approach: North South Bound East Bound West Bound Approach: North South Bound East Bound ** West Bound Movement: L - T- R L - T- R L- T- R L- T- R Movement: L T- R L - T- R L - T- R L T R I II 11 11 I 1 1I II 11 I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 I II 11 II 1 1 11 II 11 I Volume Module: Volume Module: Base Vol: 265 0 335 0 500 400 275 300 Base Vol: 265 335 500 400 275 300 Growth Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Has: 265 0 335 0 500 400 275 300 initial Bse: 265 335 500 400 275 300 User Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 25 81 0 27 21 PHF Adj: 0.95 0.95 0.95 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 1 PHF Volume: 279 0 353 0 526 421 289 316 Initial Fut: 265 360 581 400 302 321 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 279 0 353 0 526 421 289 316 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 I I1 11 1I 1 PHF Volume: 279 379 612 421 318 338 Critical Gap Module: Reduct Vol: 0 0 0 0 0 10 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 279 379 612 421 318 338 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: I 11 II 11 1 Critical Gp: 6.4 xxxx 6.2 xxxxx xxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 xxxxx xxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: 1421 xxxx 526 xxxx xxxx xxxxx xxxx xxxx xxxxx 947 xxxx xxxxx I 11 11 11 I Potent Cap.: 152 xxxx 556 xxxx xxxx xxxxx xxxx xxxx xxxxx 733 xxxx xxxxx Capacity Module: Move Cap.: 96 xxxx 556 xxxx xxxx xxxxx xxxx xxxx xxxxx 733 xxxx xxxxx Cnflict Vol: 1585 xxxx 612 xxxx xxxx xxxxx xxxx xxxx xxxxx 1033 xxxx xxxxx I II 11 11 1 Potent Cap.: 120 xxxx 497 xxxx xxxx xxxxx xxxx xxxx xxxxx 681 xxxx xxxxx Level Of Service Module: Move Cap.: 66 xxxx 497 xxxx xxxx xxxxx xxxx xxxx xxxxx 681 xxxx xxxxx Stopped Del:958.6 xxxx 22.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.9 xxxx xxxxx I II II II I LOS by Move: F * C * * * * * * A * • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 1572 xxxx 31.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.3 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: F * D • * • • * B * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 13.1 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: ' * * * * * * B * • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 435.7 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 14.8 xxxx xxxxx ApproachLOS: F * * * Shared LOS: * * ` * * * * * B r * ApproachDel: 685.0 * xxxxxx xxxxxx ApproachLOS: F Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to Ls &C , Denver, CO • as as as a as a a as 1111111 as 1111111 s aa■ a a a a a a 11111 11111 11111 r 11111 11111 1 11111 11111 1 11111 11111 IMO a 1 1 11111 1 SI • 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 43 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 44 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUSe .tfx) ( RI- 2023GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 Unsignal`zed Method (Base Volume Alternative) 2000 HCM Method Volume * * * * * * + * + * ** + *. * * *. * * *** * ** * + ** * * **** * ************4** ******** * ******** * « * * * * ** ** * ** * ** * * ** * **** ** ** * *. * ****x + * * * * *** * * *: + « *. *** * ****. + + * * * * * * * + * *+ Intersection 020 Pass Rd. 6 Bridge SL Intersection 020 Donner Rd. 6 Bridge St. .: * ** * * ***. * **. ** ** + * « * * + * * ** . * * ** * ** * * * * * * * + « * * *. * * * ** ** * *. * * * * ** * ** . ** * * * *** *+ + * **** * * *** * ** *+ + * * * ** ** ** * * *** * * ** * * « « *. *...* * ** + ** * **. ...... + ** Average Delay (sec /veh): *1021 * * * * * * * * ** * * * 1021.9 Case Level f Service:* + .* * * F Average Delay (sec /veh): 1261.0 * « * ** Worst Case Level * F * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T - R 0 - T - R -0 - T - R L - T - R Movement: L- T- R 0 - T- R 0 - T- R L- T- R I I I 11 11 1 1 11 I I 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 11 0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 1 11 11 II 1 1 11 I I 11 I Volume Module: Volume Module: Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Base Vol: 145 245 645. 10 120 25 35 470 155 605 475 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 23 0 0 0 0 58 6 11 10 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 153 258 679 11 126 26 37 495 163 637 500 11 Initial Fut: 145 245 668 10 120 25 35 528 161 616 485 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 153 258 679 11 126 26 37 495 163 637 500 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I 11 11 11 I PHF Volume: 153 258 703 11 126 26 37 556 169 648 511 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 153 258 703 11 126 26 37 556 169 648 511 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: 1 11 11 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 153 xxxx xxxxx 937 xxxx xxxxx 1318 1403 139 1392 1076 597 1 11 11 II I Potent Cap.: 1440 xxxx xxxxx 739 xxxx xxxxx 136 141 914 121 221 506 Capacity Module: Move Cap.: 1440 xxxx xxxxx 739 xxxx xxxxx 0 123 914 0 193 506 Cnflict Vol: 153 xxxx xxxxx 961 xxxx xxxxx 1336 1427 139 1438 1088 609 1 11 11 11 1 Potent Cap.: 1440 xxxx xxxxx 724 xxxx xxxxx 132 136 914 112 217 498 Level Of Service Module: Move Cap.: 1440 xxxx xxxxx 724 xxxx xxxxx 0 119 914 0 189 498 Stopped Del: 7.5 xxxx xxxxx 9.9 xxxx xxxxx 0.0 1432 9.8 0.0 xxxx xxxxx 1 11 11 II I LOS by Move: A * * A • * * F A * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 7.5 xxxx xxxxx 10.0 xxxx xxxxx 0.0 1726 9.8 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 195 LOS by Move: A * * A * * * F A • * • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 779.7 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx .192 ApproachDel: xxxxxx xxxxxx 1021.9 347.0 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 824.9 ApproachL05: * * F F Shared LOS: * * * * * * * * * * * F ApproachDel: xxxxxx xxxxxx 1261.0 367.5 ApproachLOS: * * F F ■ 4365" Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to 0560 , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO D, 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 45 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:12 Page 46 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDMOdLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report .x x. * " * " "*Y 2000 HCM * Unsignalized " Method } (Base Volume Alternative) " " * * " " " * " "" 2000 HCM Method * (Future Volume Alternative) }* "..... Intersection 421 Bridge St. 6* " West " " " "" River } * x**u *. « : *x «. :. ** ♦" "" Intersection " 421 Bridge * St. * 6 West " River " St• YHHU***. *...xx xxx......Y I Average Delay /veh) OVERFLOW Case Level Of Service: F Average " Delay " (sec /veh) OVERFLOW " Worst Case Level Of Service: Approach: . * * *x* * North Bound *x ** * South * Bound * * ** ** East Bound * * * * *" * West Bound ** Approach: * * * ** " North Bound * "* * South Bound " " " "" East Bound "" * WestI Bound " Movement: L - T- R L- T- R L- T- R L- T- R Movement: L - T R L T R L T R' 1, T R I II II II I I II I I I I I Control: Uncontrolled Uncontrolled stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 1 11 11 11 I 1 11 II 11 I Volume Module: Volume Module: Base Vol: 655 795 30 55 575 210 190 20 570 25 20 45 Base Vol: 655 795 30 55 575 210 190 20 570 25 20 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 16 0 0 12 5 7 0 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 689 837 32 58 605 221 200 21 600 26 21 47 Initial Fut: 655 811 30 55 587 215 197 20 570 25 20 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 689 837 32 58 605 221 200 21 600 26 21 47 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II I PHF Volume: 689 854 32 58 618 226 207 21 600 26 21 47 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 I0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 689 854 32 58 618 226 207 21 600 26 21 47 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: 1 II II 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 41.0 3.3 Cnflict Vol: 826 xxxx xxxxx 868 xxxx xxxxx 3097 3079 716 3374 3174 853 I 11 II 11 I Potent Cap.: 813 xxxx xxxxx 784 xxxx xxxxx 7 12 434 5 11 362 Capacity Module: Move Cap.: 813 xxxx xxxxx 784 xxxx xxxxx 0 2 434 0 1 362 Cnflict Vol: 844 xxxx xxxxx 885 xxxx xxxxx 3129 3111 731 3406 3208 869 1 11 11 II I Potent Cap.: 801 xxxx xxxxx 773 xxxx xxxxx 7 12 425 4 10 354 Level Of Service Module: Move Cap.: 801 xxxx xxxxx 773 xxxx xxxxx 0 2 425 0 1 354 Stopped Del: 28.7 xxxx xxxxx 10.0 xxxx xxxxx xxxxx xxxx 212.0 xxxxx xxxx 16.4 I 11 11 11 1 LOS by Move: D * * A * * * * F .* " C Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 30.4 xxxx xxxxx 10.0 xxxx xxxxx xxxxx xxxx 224.2 xxxxx xxxx 16.7 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx • 0 xxxx xxxxx 0 xxxx xxxxx LOS by Move: D * * B * * * * F * * C Shrd stpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * • • * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx xxxxx 0 xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxx* xxxxx* Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F F Shared LOS: * * * * • * * * * * * ApproachDel: xxxxxx xxxxx* xxxxxx xxxxxx ApproachLOS: * * F F 0, • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO m • •t 111111 _ i i ® O i• O S S MS 111111 OM NM Ilin I n a l S 11■s 01111 0 illa s n a Daily Traffic - Weekday Fri May 16, 2003 15:43:23 Page 1 -1 Daily Traffic Weekday Fri May 16, 2003 15:43:23 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLanduse. tfx) ( R1- 2023GraysCrossingNTDMOdLandOse. tfx) Scenario Report Trip Generation Report Scenario: Daily Traffic - Weekday Forecast for Daily - Weekday Command: Default Command Volume: Daily Traffic - Weekday Zone Rate Rate Trips Trips Total 8 Of Geometry: Default Geometry B Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: Daily Traffic - weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 3.25 3.24 650 648 1298 13.5 Routes: Default Routes Zone 1 Subtotal 650 648 1298 13.5 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 3.25 3.24 445 444 889 9.2 Zone 2 Subtotal 445 444 889 9.2 3 Planning Are 58.00 Single Famile 3.25 3.24 189 188 377 3.9 Zone 3 Subtotal 189 188 377 3.9 4 Planning Are 32.00 Single Family 3.25 3.24 104 104 208 2.2 zone 4 Subtotal 104 104 208 2.2 5 Planning Are 18.00 Golf Course 9.83 9.83 177 177 354 3.7 5 Planning Are 5.00 Fitness Center 10.65 10.65 53 53 106 1.1 Zone 5 Subtotal 230 230 460 4.8 6 Planning Are 42.00 Single Family 3.25 3.24 137 136 273 2.8 Zone 6 Subtotal 137 136 273 2.8 7 Planning Are 29.00 Single Family 3.25 3.24 94 94 188 2.0 Zone 7 Subtotal 94 94 188 2.0 8 Planning Are 135.00 Apartment /Loft 3.32 3.31 448 447 895 9.3 8 Planning Are 120.00 Lodge 1.73 1.72 208 206 414 4.3 Zone 8 Subtotal 656 653 1309 13.6 9 Planning Are 120.00 Multi - Family 2.62 2.62 314 314 628 6.5 Zone 9 Subtotal 314 314 628 6.5 10 Church 17.50 Church 4.10 4.10 72 72 144 1.5 Zone 10 Subtotal 72 72 144 1.5 11 Planning Are 34.80 Specialty Rata 18.30 18.30 637 637 1274 13.2 11 Planning Are 4.10 Office 4.96 4.95 20 20 40 0.4 11 Planning Are 16.00 Gas Station 73.25 73.25 1172 1172 2344 24.3 11 Planning Are 15.00 Church 4.10 4.10 61 61 122 1.3 11 Planning Are 7.20 Community Cent 5.72 5.72 41 41 82 0.9 Zone 11 Subtotal 1931 1931 3862 40.1 TOTAL 4822 4814 9636 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO I • Daily Traffic - Weekday • Fri May 16, 2003 15:43:23 Page 3 -1 Daily Traffic - weekday Fri May 16, 2003 15:43:23 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDMOdLandUSe. tfx) Trip Distribution Report Link Volume Report Daily - Weekday Percent Of Trips Base Volume NB Link SB Link ED Link wB Link Total To Gates Type In Out Total In Out Total In Out Total In Out Total Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 41 SR 89 6 Rainbow Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 260 260 520 132 132 264 0 0 0 128 128 256 1040 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 260 260 520 132 132 264 0 0 0 128 128 256 1040 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 42 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2.5 0.0 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 2396 2392 4788 260 260 520 798 799 1597 2168 2171 4339 11244 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 2396 2392 4788 260 260 520 798 799 1597 2168 2171 4339 11244 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 43 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 725 727 1452 87 87 174 800 798 1598 3224 Total 0 0 0 725 727 1452 87 87 174 800 798 1598 3224 To Gates 12 13 14 15 16 17 18 19 20 21 22 44 Prosser Dam Rd. 6 Road A I Zone . Base 0 0 0 0 0 0 0 0 0 0 0 0 0 . Added 1338 1339 2677 0 0 0 2171 2168 4339 1194 1196 2390 9406 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 1338 1339 2677 0 0 0 2171 2168 4339 1194 1196 2390 9406 2 4.2 0.3 0.0 0.0 0.0 9.4 - 0.0 0.0 7.3 0.0 0.8 1 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 45 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 136 137 273 0 0 0 1195 1193 2388 1095 1096 2191 4852 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 136 137 273 0 0 0 1195 1193 2388 1095 1096 2191 4852 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 46 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 ,o 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 473 472 945 103 106 209 1096 1095 2191 661 660 1321 4666 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 473 472 945 103 106 209 1096 1095 2191 661 660 1321 4666 To Gates 47 Prosser Dam Rd. 6 Road 0 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 85 83 168 661 662 1323 579 580 1159 2650 Total 0 0 0 85 83 168 661 662 1323 579 580 1159 2650 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 B.3 3.3 48 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 '0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 104 104 208 442 443 885 581 580 1161 44 44 88 2342 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 104 104 208 442 443 885 581 580 1161 44 44 88 2342 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 410 SR 89 6 Donner Pass Rd. B 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 10 0 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 2672 3131 5803 2392 2397 4789 1320 856 2176 1681 1681 3362 16130 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 2672 3131 5803 2392 2397 4789 1320 856 2176 1681 1681 3362 16130 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO - - - - _ - - Daily Traffic - Weekday Fri May 16, 2003 15:43:23 Page 4 -2 Daily Traffic - Weekday Fri May 16, 2003 15:43:23 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandise. tfx) ( R1- 2D23GraysCrossingNTDMOdLandUSe ,tfx) Volume NB Link SB Link EB Link WB Link Total Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 & I -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 2301 1265 3566 3131 2672 5803 0 1866 1866 371 0 371 11606 Added 220 220 440 0 0 0 596 118 714 261 739 1000 2154 Total 2301 1265 3566 3131 2672 5803 0 1866 1866 371 0 371 11606 Total 220 220 440 0 0 0 596 118 714 261 739 1000 2154 012 SR 267 6 I -80 EB Off /On Ramp 021 Bridge St. & West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 896 894 1790 1265 2301 3566 1405 0 1405 0 371 371 7132 Added 153 153 306 219 219 438 66 66 132 0 0 0 876 Total 896 894 1790 1265 2301 3566 1405 0 1405 0 371 371 7132 Total 153 153 306 219 219 438 66 66 132 0 0 0 876 013 SR 267 & Brockway 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 634 633 1267 894 896 1790 262 261 523 0. 0 0 3580 Added 0 0 0 195 0 195 237 236 473 118 314 432 1100 Total 634 633 1267 894 896 1790 262 261 523 0 0 0 3580 Total 0 0 0 195 0 195 237 236 473 118 314 432 1100 014 5R 267 & Schaffer Mill Rd. 054 Base 1780 1765 3545 2135 3300 5435 1330 905 2235 1305 580 1885 13100 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 458 457 915 632 633 1265 66 66 132 109 109 218 2530 Added 281 0 281 282 281 563 0 0 0 0 282 282 1126 Total 2238 2222 4460 2767 3933 6700 1396 971 2367 1414 689 2103 15630 Total 281 0 281 282 281 563 0 0 0 0 282 282 1126 015 5R 267 6 Northstar Dr. 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 350 350 700 458 458 916 108 108 216 0 0 0 1832 Added 379 379 758 379 379 758 0 0 0 0 0 0 1516 Total 350 350 700 458 458 916 108 108 216 0 0 0 1832 Total 379 379 758 379 379 758 0 0 0 0 0 0 1516 016 Donner Pass Rd. & Pioneer Trails 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1144 680 1824 855 1320 2175 176 175 351 0 0 0 4350 Added 178 178 356 0 0 0 178 178 356 0 0 0 712 Total 1144 680 1824 855 1320 2175 176 175 351 0 0 0 4350 Total 178 178 356 0 0 0 178 178 356 0 0 0 712 017 Donner Pass Rd. & 1 -80 WB On Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1144 594 1738 680 1144 1824 0 86 86 0 0 0 3648 Total 1144 594 1738 680 1144 1824 0 86 86 0 0 0 3648 018 Donner Pass Rd. & 1 -80 EB Off Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1072 594 1666 594 1144 1738 72 0 72 0 0 0 3476 Total 1072 594 1666 594 1144 1738 72 0 72 0 0 0 3476 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 333 333 666 0 0 0 739 261 1000 594 1072 1666 3332 Total 333 333 666 0 0 0 739 261 1000 594 1072 1666 3332 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO . Daily Traffic - Weekend Fri May 16, 2003 15:44:04 Page 1 -1 Daily Traffic - Weekend Fri May 16, 2003 15:44:04 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures 0R1- 2023GraysCrossingNTDModLandUSe. tfx) ( R1- 20230raysCrossingNTDModLandUse. tfx) Scenario Report Trip Generation Report Scenario: Daily Traffic - Weekend Forecast for Daily - Weekend Command: Default Command Volume: Daily Traffic - Weekend Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 0 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee 1 Trip Generation: Daily Traffic - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 3.33 3.32 666 664 1330 12.6 Routes: Default Routes Zone 1 Subtotal 666 664 1330 12.6 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 3.33 3.32 456 455 911 8.6 Zone 2 Subtotal 456 455 911 8.6 3 Planning Are 58.00 Single Famile 3.33 3.32 193 193 386 3.7 Zone 3 Subtotal 193 193 386 3.7 • 4 Planning Are 32.00 Single Family 3.33 3.32 107 106 213 2.0 Zone 4 Subtotal 107 106 213 2.0 5 Planning Are 18.00 Golf Course 9.89 9.88 178 178 356 3.4 5 Planning Are 5.00 Fitness Center 9.14 9.13 46 46 192 0.9 Zone 5 Subtotal 224 224 448 4.2 6 Planning Are 42.00 Single Family 3.33 3.32 140 139 279 2.6 Zone 6 Subtotal 140 139 279 2.6 1 Planning Are 29.00 Single Family 3.33 3.32 97 96 1 1.8 Zone 7 Subtotal 97 96 193 1.8 8 Planning Are 135.00 Apartment /Loft 3.20 3.19 432 431 863 8.2 8 Planning Are 120.00 Lodge 5.76 5.75 691 690 1381 13.1 Zone 8 Subtotal 1123 1121 2244 21.3 9 Planning Are 120.00 Multi- Family 2.51 2.50 301 300 601 5.7 Zone 9 Subtotal 301 300 601 5.7 10 Church 17.50 Church 4.32 4.31 76 75 1 1.4 Zone 10 Subtotal 76 75 151 1.4 11 Planning Are 34.80 specialty Reta 18.71 18.71 651 651 1302 12.3 11 Planning Axe 4.10 Office 1.06 1.05 4 4 1 8 0.1 11 Planning Are 16.00 Gas Station 72.44 72.43 1159 1159 2318 22.0 11 Planning Are 15.00 Church 4.32 4.31 65 65 130 1.2 11 Planning Are 7.20 Community Cent 2.28 2.27 16 16 132 0.3 Zone 11 Subtotal 1895 1895 37 35.9 TOTAL 5278 5268 10546 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSCC , Denver, C = 4 O ! 41111 ® 1111111 Oa i 111111 1111111 MR OM • i i MI • MI a - - - a - - a e - - - a - a Daily Traffic - Weekend Fri May 16, 2003 15:44:04 Page 3 -1 • Daily Traffic - Weekend Fri May 16, 2003 15:44:04 Page 4 -1 . Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLanduse. tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Trip Distribution Report Link Volume Report Daily - Weekend Percent Of Trips Base Volume • NB Link SB Link EB Link WB Link Total To Gates Type In Out Total In Out Total In Out Total In Out Total Volume 1 2 3 4 5 6 7 8 9 '10 11 Zone 41 SR 89 6 Rainbow Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 273 273 546 143 143 286 0 0 0 130 130 260 1092 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 273 273 546 143 143 286 0 0 0 130 130 260 1092 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 42 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 2562 2557 5119 273 273 546 821 823 1644 2337 2340 4677 11986 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 2562 2557 5119 273 273 546 821 823 1644 2337 2340 4677 11986 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 43 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 746 749 1495 91 91 182 824 821 1645 3322 Total 0 0 . 0 746 749 1495 91 91 182 824 821 1645 3322 To Gates 12 13 14 15 16 17 18 19 20 21 22 44 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1542 1542 3084 0 0 0 2340 2338 4678 1254 1256 2510 10272 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 1542 1542 3084 0 0 0 2340 2338 4678 1254 1256 2510 10272 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. & Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 139 140 279 0 0 0 1256 1254 2510 1153 1154 2307 5096 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 139 140 279 0 0 0 1401 1339 2740 1238 1299 2537 5556 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 46 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 514 514 1028 106 108 214 1154 1152 2306 680 680 1360 4908 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 - Total 514 514 1028 106 108 214 1154 1152 2306 680 680 1360 4908 To Gates 47 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 87 85 172 680 681 1361 596 597 1193 2726 Total 0 0 0 87 85 172 680 681 1361 596 597 1193 2726 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 B.3 3.3 48 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 106 107 213 453 454 907 598 596 1194 47 47 94 2408 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 106 107 213 453 454 907 598 596 1194 47 47 94 2408 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 • 8.3 3.3 410 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 2897 3424 6321 2557 2563 5120 1449 914 2363 1867 1869 3736 17540 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 2897 3424 6321 2557 2563 5120 1449 914 2363 1867 1869 3736 17540 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • Daily Traffic - Weekend Fri May 16, 2003 15:44:04 Page 4 -2 Daily Traffic - Weekend Fri May 16, 2003 15:44:04 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingMTDModLandUse .tfx) Volume ND Link SS Link EB Link 88 Link Total Volume NB Link SB Link EB Link WB Link 1 Total Type In Out Total In Out Total In Out Total In Out Total Volume Type In Out Total In Out Total In Out Total In Out Total Volume 611 SR 267 6 I -80 WB 0ff /On Ramp 620 Donner Pass Rd. & Bridge St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 2487 1399 3886 3423 2897 6320 0 2024 2024 410 0 410 12640 Added 248 247 495 0 0 0 686 139 825 300 848 1148 2468 Total 2487 1399 3886 3423 2897 6320 0 2024 2024 410 0 410 12640 Total 248 247 495 0 0 0 686 139 825 300 848 1148 2468 612 SR 267 6 1 -80 EB Off /On Ramp 621 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 992 990 1982 1399 2487 3886 1495 0 1495 0 409 409 7772 Added 173 173 346 247 247 494 74 74 148 0 0 0 988 Total 992 990 1982 1399 2487 3886 1495 0 1495 0 409 409 7772 Total 173 173 346 247 247 494 74 74 148 0 0 0 988 613 SR 267 6 Brockway 653 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 704 702 1406 990 993 1983 289 288 577 0 0 0 3966 Added 0 0 0 225 0 225 278 278 556 139 364 503 1284 Total 704 702 1406 990 993 1983 289 288 577 0 0 0 3966 Total 0 0 0 225 0 225 278 278 556 139 364 503 1284 614 5R 267 6 Schaffer Mill Rd. 654 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 509 508 1017 703 704 1407 74 74 148 121 121 242 2814 Added 321 0 321 322 321 643 0 60 0 0 322 322 1286 Total 509 508 1017 703 704 1407 74 74 148 121 121 242 2814 Total 321 0 321 322 321 643 0 0 0 0 322 322 1286 615 SR 267 6 Northstar Dr. 660 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 385 384 769 507 509 1016 124 123 247 0 0 0 2032 Added 381 382 763 382 381 763 0 0 0 0 0 0 1526 Total 385 384 769 507 509 1016 124 123 247 0 0 0 2032 Total 381 382 763 382 381 763 0 0 0 0 0 0 1526 016 Donner Pass Rd. 6 Pioneer Trails 668 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1253 719 1972 914 1448 2362 195 195 390 0 0 0 4724 Added 184 184 368 0 0 0 184 184 368 0 0 0 736 Total 1253 719 1972 914 1448 2362 195 195 390 0 0 0 4724 Total 184 184 368 0 0 0 184 184 368 0 0 0 736 617 Donner Pass Rd. 6 I -80 WB On Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1253 631 1884 719 1253 1972 0 88 88 0 0 0 3944 Total 1253 631 1884 719 1253 1972 0 88 88 0 0 0 3944 618 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1179 631 1810 631 1253 1884 74 0 74 0 0 0 3768 Total 1179 631 1810 631 1253 1884 74 0 74 0 0 0 3768 619 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 .0 0 0 0 0 0 0 0 0 0 0 Added 332 332 664 0 0 0 847 299 1146 631 1179 1810 3620 Total 332 332 664 0 0 0 847 299 1146 631 1179 1810 3620 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO w o- o_ a n s a® S - -• s O 1 ' Increased Development Alternative 2023 With Third Tahoe Donner Connector No Project and Plus Project Intersection LOS 1 Summer Weekday PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 ■ 2023 PM Peak - Weekday Fri May 16, 2003 15:31:47 Page 1 -1 2023 PM Peak - Weekday ' Fri May 16, 2003 15:31:47 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossing(VTDModLandUSe. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2023 PM Peak - Weekday Zone Rate Rate Trips Trips Total 4 Of Geometry: Default Geometry 8 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 single Family 0.39 0.26 78 52 130 15.2 Routes: Default Routes Zone 1 Subtotal 78 52 130 15.2 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.39 0.26 53 36 89 10.4 Zone 2 Subtotal 53 36 89 10.4 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.4 Zone 3 subtotal 23 15 38 4.4 • 4 Planning Are 32.00 Single Family 0.39 0.26 12 8 20 2.3 Zone 4 Subtotal 12 8 20 2.3 5 Planning Are 18.00 Golf Course 0.67 0.84 12 15 27 3.1 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 4.3 Zone 5 Subtotal 19 19 38 I4.4 6 Planning Are 42.00 Single Family 0.39 0.26 16 11 .27 1 13.1 Zone 6 Subtotal 16 11 27 I3.1 7 Planning Are 29.00 single Family 0.39 0.26 11 8 19 2.2 Zone 7 Subtotal 11 8 19 2.2 8 Planning Are 135.00 Apartment /Loft 0.42 0.20 57 27 84 9.8 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 5.9 Zone 8 Subtotal 79 56 135 15.7 • 9 Planning Are 120.00 Multi-Family 0.29 0.18 35 22 57 1 6.6 Zone 9 Subtotal 35 22 57 X 6.6 10 Church 17.50 Church 0.32 0.27 6 5 11 1.3 Zone 10 Subtotal 6 5 11 1.3 11 Planning Are 34.80 Specialty Reta 1.00 1.33 35 46 81 9.4 11 Planning Are 4.10 Office 0.23 1.12 1 5 6 0.7 11 Planning Are 16.00 Gas Station 6.02 6.02 96 96 192 22.4 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.0 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.7 Zone 11 Subtotal 139 155 294 34.3 TOTAL 471 387 858 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MB IS 1111111 =I Mill MI MI MI 111111 I= 1111111 MB r r IS 1 a - •SI MIN 11111 - o i IS 11111111 MI • IIIII 11111 111111. • 2023 PM Peak - Weekday Fri May 16, 2003 15:31:47 Page 3 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:31:47 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Trip Distribution Report Turning Movement Report • No Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 ' Zone #1 5R 89 6 Rainbow Dr. • Base 0 430 245 0 215 0 0 0 0 120 0 0 1010 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 11 10 0 13 0 0 0 0 10 0 0 44 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 441 255 0 228 0 0 0 0 130 0 0 1054 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 6.3 5.0 1.7 2.5 7.5 02 5R 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 195 660 130 10 455 10 10 10 200 75 10 0 1765 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 67 3 174 16 3 3 2 16 46 146 20 16 512 7 2.5 0.8 0.8 8.3 9.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 262 663 304 26 458 13 12 26 - 246 221 30 16 2277 8 2.5 0.8 0.8 8.3 ' 4.2 10.0 8.3 5.0 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 *3 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 110 0 115 0 0 0 0 50 0 125 215 0 615 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 57 0 1 1 7 0 0 6 84 156 Total 110 0 115 57 0 1 1 57 0 125 221 84 771 To Gates 12 13 14 15 16 17 18 19 20 21 22 #4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 150 0 0 85 0 235 Added 98 0 17 0 0 0 0 110 97 18 84 0 424 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 98 0 17 0 .0 0 0 260 97 18 169 0 659 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 • 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 150 0 0 85 0 235 5 3.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 9 0 2 0 0 0 0 113 14 2 93 0 233 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 9 0 2 0 0 0 0 263 14 2 178 0 468 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 150 0 0 85 0 235 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 39 2 7 0 1 7 11 70 33 5 49 0 224 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 39 2 7 0 1 7 11 220 33 5 134 0 459 To Gates 07 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 150 0 0 85 0 235 Zone Added 0 0 0 0 0 7 10 67 0 0 47 0 131 Total 0 0 0 0 0 7 10 217 0 0 132 0 366 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 #8 Prosser Dam Rd.,6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 85 0 0 30 10 250 • 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 8 0 0 0 0 35 52 3 12 0 4 0 114 5 • 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 6 0 0 5 0 90 117 88 12 0 34 10 364 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 010 SR 89 6 Danner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 465 475 0 0 220 410 510 0 190 0 0 0 2270 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 140 90 4 138 54 101 54 0 92 37 3 713 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 465 601 104 13 349 464 611 54 190 101 37 17 3006 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 )0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekday Fri May 2003 15:31:47 Page 4 -2 2023 PM Peak - Weekday Fri May 16, 2003 15:31:47 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrosaingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTOModLandUSe .tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume • 011 SR 267 6 I -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 1050 345 0 0 405 10 0 0 0 595 0 490 2895 Base 125 340 640 10 210 30 40 480 145 600 465 10 3095 Added 0 193 0 0 102 128 0 0 0 0 0 37 460 Added 0 0 23 0 0 0 0 58 6 11 10 0 0308 Total 1050 538 0 0 507 138 0 0 0 595 0 527 3355 Total 125 340 663 10 210 30 40 538 151 611 475 10 3203 012 SR 267 6 I -80 EB Off /On Ramp 021 Bridge St. 6 West River St. Base 0 1395 640 370 625 0 0 0 665 0 0 0 3695 Base 625 840 30 55 635 230 210 15 560 25 20 45 3290 Added 0 90 0 30 72 0 103 0 0 0 0 0 295 Added 0 16 0 0 12 5 7 • 0 0 0 0 0 i 40 Total 0 1485 640 400 697 0 103 0 665 0 0 0 3990 Total 625, 856 30 55 647 235 217 15 560 25 20 45 3330 013 SR 267 6 Brockway 053 Base 1345 1925 15 55 1120 175 80 5 1025 10 5 35 5795 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 64 0 0' 51 21 26 0 0 0 0 0 162 Added 0 0 0 6 0 10 0 27 0 0 10 0 53 Total 1345 1989 15 55 1171 196 106 5 1025 10 5 35 5957 Total 0 0 0 6 0 10 0 27 0 0 10 0 53 014 SR 267 6 Schaffer Mill Rd. 054 . Base 195 1460 130 335 1220 585 940 115 275 270 130 910 6565 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 9 37 5 7 0 0 0 0 11 115 Added 0 23 0 30 0 0 0 0 0 0 0 0 53 Total 195 1506 130 344 1257 590 947 115 275 270 130 921 6680 Total 0 23 0 30 0 0 0 0 0 0 0 0 53 015 SR 267 6 Northstar Dr. 060 . Base 195 1320 25 5 1130 470 365 35 220 10 10 5 3790 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 28 9 12 0 0 0 0 0 84 Added 0 15 0 0 15 7 8 0 0 0 0 0 45 Total 195 1355 25 5 1158 479 377 35 220 10 10 5 3874 Total 0 15 0 0 15 7 8 0 0 0 0 0 45 016 Donner Pass Rd. 6 Pioneer Trails 068 Base 350 455 0 0 480 155 245 0 450 0 0 0 2135 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 114 0 0 54 36 40 0 0 0 0 0 244 Added 7 0 0 0 0 0 0 8 8 0 7 0 30 Total 350 569 0 0 534 191 285 0 450 0 0 0 2379 Total 7 0 0 0 0 0 0 8 8 0 7 0 30 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 245 810 0 0 550 285 0 0 0 0 0 0 1890 Added 0 114 0 0 48 6 0 0 0 0 0 0 168 Total 245 924 0 0 598 291 0 0 0 0 0 0 2058 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 785 0 0 415 0 255 0 295 0 0 0 1750 Added 0 106 0 0 48 0 8 0 0 0 0 0 162 • Total 0 891 0 0 463 0 263 0 295 0 0 0 1912 019 Donner Pass Rd. s Glenshire Rd. Base 285 0 315 0 0 0 0 490 430 265 290 0 2075 Added 0 0 25 0 0 0 0 81 0 27 21 0 154 Total 285 0 340 0 0 0 0 571 430 292 311 0 2229 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1 0 I A ® MI MN ® 1111111 I i 0111111 - MI OM 11111 MI MI • MI INIII IIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIINIIIIIIIIIEIIIIIIIIIIIIIIIIIIIIMIINIIIIMIRIIIIIIIIIIIIIIIISIIIIIISIIII 2023 PM Peak - Weekday Fri May 16, 2003 15:31:47 Page 5 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:31:47 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse. tfx) Link Volume Report Volume NB Link 5B Link EB Link WB Link Total PM Peak - Weekday Type In Out Total In Out Total In Out Total In Out Total Volume • • Volume NB Link SB Link EB Link WB Link Total Type In out Total In Out Total In Out Total In Out Total Volume 011 SR 267 s 1 -80 WB Off /On Ramp Base 1395 1000 2395 415 835 1250 0 1060 1060 1085 0 1085 5790 01 SR 89 s Rainbow Dr. Added 193 102 295 230 230 460 0 128 128 37 0 37 920 Base 675 335 1010 215 430 645 0 0 0 120 245 365 2020 Total 1588 1102 2690 645 1065 1710 0 1188 1188 1122 0 1122 6710 Added 21 23 44 13 11 24 0 0 0 10 10 20 88 Total 696 358 1054 228 441 669 0 0 0 130 255 385 2108 012 5R 267 & I -80 EB Off /On Ramp Base 2035 1290 3325 995 1395 2390 665 0 665 0 1010 1010 7390 *2 SR 89 6 Prosser Dam Rd. Added 90 72 162 102 193 295 103 0 103 0 30 30 590 Base 985 730 1715 475 670 1145 220 215 435 85 150 235 3530 Total 2125 1362 3487 1097 1588 2685 768 0 768 0 1040 1040 7980 Added 244 195 439 22 21 43 64 90 154 182 206 388 1024 Total 1229 925 2154 497 691 1188 284 305 589 267 356 623 4554 *13 SR 267 6 Brockway Base 3285 2155 5440 1350 2040 3390 1110 1525 2635 50 75 125 11590 03 Alder Dr. a Thayer Dr. Added 64 51 115 72 90 162 26 21 47 0 0 0 324 Base 225 125 350 0 0 0 50 325 375 340 165 505 1230 Total 3349 2206 5555 1422 2130 3552 1136 1546 2682 • 50 75 125 11914 Added 0 0 0 58 85 143 8 7 15 90 64 154 312 . Total 225 125 350 58 85 143 58 332 390 430 229 659 1542 014 SR 267 a Schaffer Mill Rd. Base 1785 1765 3550 2140 3310 5450 1330 910 2240 1310 580 1890 13130 *4 Prosser Dam Rd. 6 Road A Added 46 37 83 51 64 115 7 5 12 11 9 20 230 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total 1831 1802 3633 2191 3374 5565 1337 915 2252 1321 589 1910 13360 Added 115 115 230 0 0 0 207 182 389 102 127 229 848 Total 115 115 230 0 0 0 357 267 624 187 277 464 1318 015 58 267 6 Northstar Dr. Base 1540 1360 2900 1605 1690 3295 620 675 1295 25 65 90 7580 *5 Prosser Dam Rd. & Road B Added 35 28 63 37 47 84 12 9 21 0 0 0 168 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total 1575 1388 2963 1642 1737 3379 632 684 1316 25 65 90 7748 Added 11 16 27 0 0 0 127 102 229 95 115 210 466 Total 11 16 27 0 0 0 277 187 464 180 265 445 936 *16 Donner Pass Rd. a Pioneer Trails Base 805 930 1735 635 700 1335 695 505 1200 0 0 0 4270 *6 Prosser Dam Rd. 6 Road C Added 114 54 168 90 154 244 40 36 76 0 0 0 488 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total 919 984 1903 725 854 1579 735 541 1276 0 0 0 4758 Added 48 39 87 8 13 21 114 95 209 54 77 131 448 Total 48 39 87 8 13 21 264 180 444 139 227 366 918 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 1055 550 1605 835 810 1645 0 530 530 0 0 0 3780 *7 Prosser Dam Rd. & Road D Added 114 48 162 54 114 168 0 6 6 0 0 0 336 Base 0 0 0 0 0 0 150 85 235 85 150 235 470 Total 1169 598 1767 889 924 1813 0 536 536 0 0 0 4116 Added 0 0 0 7 10 17 77 54 131 47 67 114 262 Total 0 0 0 7 10 17 227 139 366 132 217 349 732 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 785 710 1495 415 1040 1455 550 0 550 0 0 0 3500 *8 Prosser Dam Rd. & East Alder Creek Rd. Added 106 48 154 48 114 162 8 0 8 0 0 0 324 Base 0 0 0 60 75 135 150 85 235 40 90 130 500 - Total 891 758 1649 463 1154 1617 558 0 558 0 0 0 3824 Added 8 12 20 35 52 87 67 47 114 4 3 7 228 • Total 8 12 20 95 127 222 217 132 349 44 93 137 728 019 Donner Pass Rd. 6 Glenahire Rd. Base 600 695 1295 0 0 0 920 575 1495 555 805 1360 4150 . 010 SR 89 6 Donner Pass Rd. Added 25 27 52 0 0 0 81 21 102 48 106 154 308 Base 940 410 1350 630 965 1615 700 875 1575 0 -.0 0 4540 Total 625 722 1347 0 0 0 1001 596 1597 603 911 1514 4458 Added 230 230 460 196 244 440 155 91 246 132 148 280 1426 Passey 0 0 0 0 0 0 0 0 0 23 ' 23 46 46 Total 1170 640 1810 826 1229 2055 855 966 1821 155 171 326 6012 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekday Fri May 16, 2003 15:31:47 Page 5 -3 2023.PM Peak - Weekday Fri May 16, 2003 15:32:16 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingWTDMOdLandUse. tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change ' 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 1105 955 2060 250 390 640 665 620 1285 1075 1130 2205 6190 LOS Veh C LOS Veh C Added 23 17 40 0 0 0 64 10 74 21 81 • 102 216 0 1 SR 89 6 Rainbow Dr. C 20.8 0.000 C 22.6 0.000 + 0.000 V/C Total 1128 972 2100 250 390 640 729 630 1359 1096 1211 2307 6406 I 0 2 5R 89 6 Prosser Dam Rd. F OVRFL 0.000 F OVRFL 0.000 + 0.000 V/C 021 Bridge St. & West River St. Base 1495 1220 2715 920 1095 2015 785 875 1660 90 100 190 6580 0 3 Alder Dr. 6 Thayer Dr. B 13.7 0.000 C 19.3 0.000 + 0.000 V/C Added 16 12 28 17 23 40 7 5 12 0 0 0 80 Total 1511 1232 2743 937 1118 2055 792 880 1672 90 100 190 6660 0 4 Prosser Dam Rd. 6 Road A A 0.0 0.000 B 13.5 0.000 + 0.000 V/C 053 0 5 Prosser Dam Rd. 6 Road B A 0.0 0.000 B 11.3 0.000 + 0.000 V/C Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 ' 0 0 16 0 16 27 20 47 10 33 43 106 0 6 Prosser Dam Rd. 6 Road C A 0.0 0.000 0 11.9 0.000 + 0.000 V/C Total 0 0 0 16 0 16 27 20 47 10 33 43 106 I ' 0 7 Prosser Dam Rd. 6 Road D A 0.0 0.000 A 9.0 0.000 + 0.000 V/C 054 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Prosser Dam Rd. a East Alder C A 8.8 0.000 B 13.0 0.000 + 0.000 V/C Added 23 0 23 30 23 53 0 0 0 0 30 30 106 Total 23 0 23 30 23 53 0 0 0 0 30 30 106 It 10 SR 89 6 Donner Pass Rd. F OVRFL 0.000 F OVRFL 0.000 + 0.000 V/C 060 0 11 SR 267 6 I -80 MB Off /On Ramp F 188.5 1.437 F 199.7 1.502 +11.232 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 I Added 15 15 30 22 23 45 8 7 15 - 0 0 0 90 0 12 5R 267 6 1 -80 EB Off /On Ramp D 49.3 1.061 F 94.7 1.219 +45.353 D/V Total 15 15 30 22 23 45 8 7 15 0 0 0 90 0 13 5R 267 6 Brockway F 529.2 2.278 F 540.3 2.309 +11.131 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 SR 267 6 Schaffer Mill Rd. F 467.4 2.402 F 484.1 2.447 +16.721 D/V Added 7 8 15 0 0 0 16 14 30 7 8 15 60 I Total 7 8 15 0 0 0 16 14 30 7 8 15 60 0 15 SR 267 6 Northstar Dr. F OVRFL 0.000 F OVRFL 0.000 + 0.000 V/C 0 16 Donner Pass Rd. 6 Pioneer Trai F 503.3 0.000 F 934.4 0.000 + 0.000 V/C 0 17 Donner Pass Rd. 6 I -80 WB On R B 11.9 0.000 B 12.4 0.000 + 0.000 V/C 0 18 Donner Pass Rd. 6 I -80 EB Off F 131.0 0.000 F 222.3 0.000 + 0.000 O/C 0 19 Donner Pass Rd. 6 Glenshire Rd F 461.9 0.000 F 722.8 0.000 + 0.000 V/C 0 20 Donner Pass Rd. 6 Bridge St. F OVRFL 0.000 F OVRFL 0.000 + 0.000 V /C . 0 21 Bridge St. 6 West River St. F OVRFL 0.000 F OVRFL 0.000 + 0.000 V/C . Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. 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Os ' MOM s BM MB I n a 2023 PM Peak - Weekday Fri May 16, 2003 15:32:16 Page 9 -1 . 2023 PM Peak Weekday Fri May 16, 2003 15:32:16 Page 10-1' Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GrayscrossingWTDMOdLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandOse .tfx) Level Of Service Computation Report Level Of Service Computation Report " "" "•.. "* * 2000 * HCM " Unsignalized Method (Base * Volume Alternative) " " " ** " " * * "" " 2000 HCM Unsignalized Method " (Future * Volume * Alternative) " " " ** "*" Intersection * k2 * SR * 89 * 5 * Prosser " Dam * Rd * ^* * * * * * " * " * * " " " ^*+ * "fe "" * ` " * " " "" Intersection A2 SR * 89 6 Prosser * Dam Rd. ** Average * Delay * (sec /veh): * * * *** * ** * * * * * * * * * * * 1067.7 Worst Case Level Of Service ^ Ave Delay * ( sec /veh): * 19113.3 * * ** **` * ** * Worst * Case Level * Of * Service: * ** F Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- A I1 11 1I I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 Lanes: 0 0 1! 0 0 0 0 1.1 0 0 0 0 11 0 0 0 0 1! 0 0 1 11 11 11 I 1 11 II II l Volume Module: Volume Module: Base Vol: 195 660 130 10 455 10 10 10 200 75 10 Base Vol: 195 660 130 10 455 10 10 10 200 75 10 '0 • Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 660 130 10 455 10 10 10 200 75 10 Initial Bse: 195 660 130 10 455 10 10 10 200 75 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 67 3 174 16 3 3 2 16 46 146 20 16 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 205 ' 695 237 11 479 11 11 11 211 79 11 Initial Fut: 262 663 304 26 458 13 12 26 246 221 30 16 • Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 205 695 137 11 479 11 11 11 211 79 11 PHF Adj: 0.95 0.95 D.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I1 II 1 I PHF Volume: 276 698 320 27 482 14 13 27 259 233 32 17 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 10 Critical Gp: 4.1. xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 xxxxx Final Vol.: 276 698 320 27 482 14 13 27 259 233 32 17 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 xxxxx Critical Gap Module: 1 II 11 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 489 xxxx xxxxx 832 xxxx xxxxx 1684 1747 484 1789 1684 xxxxx 1 II II II I Potent Cap.: 1084 xxxx xxxxx 810 xxxx xxxxx 75 87 587 64 95 xxxxx Capacity Module: Move Cap.: 1084 xxxx xxxxx 810 xxxx xxxxx 56 68 587 30 74 xxxxx Cnfllct Vol: 496 xxxx xxxxx 1018 xxxx xxxxx 1977 2113 489 2096 1960 858 I II II II 1 Potent Cap.: 1078 xxxx xxxxx 689 xxxx xxxxx 47 51 583 39 64 360 Level Of Service Module: Move Cap.: 1078 xxxx xxxxx 689 xxxx xxxxx 14 34 583 6 43 360 Stopped Del: 8.3 xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 I1 11 I LOS by Move: A * * A * * * * • * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - AT LT - LTR - RT LT - LTR - RT Stopped Del: 8.3 xxxx xxxxx 10.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 329 xxxxx 32 xxxx xxxxx LOS by Move: A * * B * * • * * * • " . Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 38.1 xxxxx 1068 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTA - RT LT - LTR - RT Shared LOS: * * * * * * * E * F * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 140 xxxxx xxxx 7 xxxxx ApproachDel: xxxxxx xxxxxx 38.1 1067.7 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 589 xxxxx xxxxx xxxx xxxxx ApproachLOS: * * E F Shared LOS: " * * * * * * F * * F " ApproachDel: xxxxxx xxxxxx 588.9 xxxxxx ApproachLOS: * * F F OYtr Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO II 11111 11111 11111 MR MIN 11111 11111 11111 11111 11111 11111' 11111 11111 11111 11111 11111 11111 11111 all .1 ._ a n 1 s r 111■r. s a N. e r 1 1 MN S. .- .1.4 2023 PM Peak - Weekday Fri May 16, 2003 15:32:16 Page 11 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:16 Page 12 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures . ( R1- 2023GraysCrossingwTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ******.********.*********************«« * *** * * **** * * *** * ** * * * *** * * ** * ** ********** ** *.* * ******** *******..* * ***** ***** * * ** ** * *** * ** * ***** * * * *** *** * ** ** Intersection 83 Alder Dr. 6 Thayer Dr. Intersection 83 Alder Dr. & Thayer Dr. *.**********************************. ************ ** * * * ***** ** ** ** * * ***** * * * ***** ****************************************-********* * ***.... *. «....*** * * ** **** * *** Average Delay (sec /veh): 13.7 Worst Case Level Of Service: B Average Delay (sec /veh): 19.3 Worst Case Level Of Service: C ************************************************** * ** * * * * ***** * ****** * ***** * * *** ************************** * ********************** * * * ** * * **** ** ** ** ** * * * **** ** *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound west Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II I I I I I I I I II 11 I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 11 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 11 0 0 I II I I II I I II I I II I Volume Module: Volume Module: Base Vol: 110 115 0 50 0 125 215 Base Vol: 110 115 0 0 . 0 50 125 215 0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Initial Bse: 110 115 0 50 0 125 215 Initial Bse: 110 115 0 0 0 50 125 215 0 • User Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 0 57 1 1 7 0 6 84 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 116 121 0 53 0 132 226 Initial Fut: 110 115 57 1 1 57 125 221 84 . Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Final Vol.: 116 121 0 53 0 132 226 PHF Adj: 0.95 0.9 0.95 0.95 0.9 0.95 0.95 0.95 0.9 0.95 0.95 0.95 I II 11 11 I PHF Volume: 116 121 60 1 1 60 132 233 88 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 116 121 60 1 1 60 132 233 88 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: I 11 I1 11 1 Critical Gp: 7.1 xxxx 6.2 7.1 xxxx 6.2 4.1 xxxx xxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 3.5 xxxx 3.3 2.2 xxxx xxxx 2.2 xxxx xxxxx Cnflict Vol: 542 xxxx 53 xxxx xxxx xxxxx xxxx xxxx xxxxx 53 xxxx xxxxx 1 11 1I 11 1 Potent Cap.: 505 xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Capacity Module: Move Cap.: 470 xxxx 1021 xxxx xxxx xxxxx xxxx xxxx xxxxx 1566 xxxx xxxxx Cnflict Vol: 603 xxxx 60 663 xxxx 277 321 xxxx xxxxx 60 xxxx xxxxx 1 11 II II 1 Potent Cap.: 414 xxxx 1011 378 xxxx 767 1250 xxxx xxxxx 1556 xxxx xxxxx Level Of Service Module: Move Cap.: 384 xxxx 1011 309 xxxx 767 1250 xxxx xxxxx 1556 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.3 xxxx xxxxx I II 11 II I . LOS by Move: * * * * * * * * * A * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - AT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx 7.3 xxxx xxxxx Shared Cap.: xxxx 649 xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * * * * A * * A * * Shrd StpDel:xxxxx 13.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - AT LT - LTA - RT Shared LOS: * B * * * * * * * A * * Shared Cap.: xxxx 563 xxxxx xxxx 312 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 13.7 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx 16.0 xxxxx xxxxx 19.3 xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: B * * * Shared LOS: * C * * C * A • * * * * ApproachDel: 16.0 19.3 xxxxxx xxxxxx ApproachLOS: C C * * \Olt Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:32:16 Page 13 -1 2023 PM Fri May Peak - Weekday y 16 , 2003 15:32:16 Page 14 -r Gray's Crossing Gray's Crossing I without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUSe .tfx) ( R1- 2023GraysCrOSsingWTDMOdLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report I * * ** 2000 HCM Unsignalized Method Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) + + + + + + + + « « *.* « + + ++ + *** + * ** * u ** ** ***** ** * * * ** + * * * *x + * * * * ** **** ** ** * * *+ + + + + + + + + + + + * ** + « « + + ++ *. + ** ** * ***+ + + + * * * * * *. * ** * *** ( ***u. + * * * * ** + * * * * +**+ * *« Intersection * 04 * Prosser Dam Rd. 6 * Road A * * * * * * * * * * * * ** * * ** + * * * * * * * * * * * * *** Intersection 04 Prosser Dam Rd. * 6 Road * * * « * * « * + * * * * * * * * * * * * * * * *. *. * * * + ** Average Delay (sec /veh) * . 0.0 Worst Case Level Of Service A Average Delay + * * * * + ** + * +* * ** *** * * ** * * y * * (sec /veh): * * ** * 13.5 * *+ * * * * ** Worst Case * Level * Of * Service: * B Approach: North Bound * South Bound East Bound * * West Bound Approach: North Bound South * * East Bound West Bound ** Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 I1 11 II 1 1 I1 11 11 r I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights:. Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 11 11 11 1 r 11 11 11 1 I Volume Module: Volume Module: . Base Vol: 0 150 0 0 85 Base Vol: 0 0 150 0 0 85 0 Growth Adj: 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 150 0 0 85 Initial Bse: 0 0 150 0 0 85 10 User Adj: 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 98 17 110 97 18 84 0 PHF Adj: 0.9 0.9 0.9 0.9 0.95 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PassersyVol: 0 0 0 0 0 0 0 PHF Volume: 0 158 0 0 89 Initial Fut: 98 17 260 97 18 169 I0 Redact Vol: 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 158 0 0 89 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.95 1 II 11 11 1 PHF Volume: 103 18 274 102 19 178 1 0 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 10 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 103 18 274 102 19 178 I0 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 11 1I 11 I Critical Gp: 6.4 xxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1 11 11 II 1 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: 1 , • Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 541 xxxx 325 xxxx xxxx xxxxx xxxx xxxx xxxxx 376 xxxx xxxxx 1 11 II 11 I Potent Cap.: 506 xxxx 721 xxxx xxxx xxxxx xxxx xxxx xxxxx 1194 xxxx xxxxx Level Of Service Module: Move Cap.: 500 xxxx 721 xxxx xxxx xxxxx xxxx xxxx xxxxx 1194 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 II II I LOS by Move: * * * • * * * * * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 14.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * * * * * A * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx 721 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 10.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * - * Shared LOS: * * B * * * * * * * ApproachDel: 13.5 xxxxxx xxxxxx xxxxxx ApproachL05: B * * * .t,4t Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. 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MI OM MN MIS MI Nil 1•Il MN '1111111 MI 2023 PM Peak - Weekday Fri May 16, 2003 15:32:16 Page 17 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:16 Page 18 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures . ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingwTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HOM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Alternative) * .** Intersection * 06 ** * Prosser Dam Rd. * * 6 Road *C * **'** * xxxx** * ************ ` ` +** ** * Intersection 06 * Prosser * Dam * Rd. * 6 * Road * C . * **** * * * * ** * fe•••• •••••*•+•*•+ ******** * ***** * * ** **x *** ***** *** * * * *** * * *r******* : * * ***** * * * * * ** • * **** u * * * * * * * * ** * ** * *** ********** **** ** ** * *** * * * * *** * Average Delay (sec /veh): 0.0 Worst Case Level of Service: **. * * A Average Delay Worst Level I • North Bound xxxx South Bound * East Bound *•* * * * * * * * * * ** f}f}e **** * ** * West Bound * * Approach: North South Bound West Bound *** * **Bountl * * ** * ** * . * * * * **•••* * East Bound * ** * ** * * * I ** Approach Movement: L - T- R L- T- R L- T- R L- T- R Movement: L - T- R L- T - R L- T- R L- T- R I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include 1 , Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 ] 0 II 11 11 I 1 11 II 11 Volume Module: Volume Module: Base Vol: 0 0 150 0 0 85 0 Base Vol: 0 0 0 0 0 150 0 0 85 0 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 150 0 0 85 0 Initial Bse: 0 0 0 0 0 150 0 0 85 0 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 Added Vol: 39 7 1 7 11 70 33 5 49 9 PHF Adj: 0.9 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 9 PHF Volume: 0 0 158 0 0 89 0 Initial Fut: 39 7 1 7 11 220 33 5 134 0 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 158 0 0 89 0 PHF Adj: 0.95 0.9 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II 11 II 1 PHF Volume: 41 7 1 7 12 232 35 5 141 0 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Critidal Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 41 7 1 7 12 232 35 5 141 0 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 11 11 II I Critical Gp: 7.1 6. 6.2 xxxx 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 4. 3.3 xxxxx 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxk Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1 11 II 11 I I I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 428 424 249 xxxx 441 141 141 xxxx xxxxx 266 xxxx xxxxx . 1 11 11 11 1 Potent Cap.: 541 525 795 xxxx 513 912 1454 xxxx xxxxx 1309 xxxx xxxxk Level Of Service Module: Move Cap.: 531 519 795 xxxx 507 912 1454 xxxx xxxxx 1309 xxxx xxxxk Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I 11 11 II ' LOS by Move: * * * * * * * • * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.4 xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx 7.8 xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 0 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * • A * * A * *I Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx 711 xxxx xxxx 829 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx 10.1 xxxxx xxxx 9.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxk ApproachLOS: * * * * Shared LOS: • B * A • * * * * Approachoel: 11.9 9.4 xxxxxx xxxxxx ApproachLOS: B A * ( * l Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO . 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MN Mr MO 111111 . al MI St ON 0111 11111111 MR IMP SI SOS 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 21 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 22 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDMOdLandUSe .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCMUnsignalized Method (Future Volume Alternative) • * * *••• * * *• * ** * * *** * * * * ** * * * * * *. * * * * *. * * * ** * * * * * * ** * **** ** * *** *• *•••• *••••• ** *** • * * * * * * * *+ * *. • * *** * * * * * * *** ** *** ** * * * * ** * * * * *. • * * *** * ** * * ** `}•• *••• * * ** Intersection 48 Prosser Dam Rd. 6 East Alder Creek Rd. Intersection 48 Prosser Dam Rd. & East Alder Creek Rd. ************************•* * *** ***** ***** **** **i* ** *** **** ******************************************•******* *********** * ** * * * ********** * ** Average Delay (sec /veh): 8.8 Worst Case Level Of Service: A Average Delay (sec /veh): 13.0 Worst Case Level Of Service: B »*** * «* ***** * * ********* ****** ************** *** ** ** * ******* * ****** ******** ***** *** *** *** ********** *** * * * ** **** * ********* **** ** *** *** *** * * * ** **• ** Approach: North Bound South Bound East Bound West Bound Approach: - North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 I 11 I1 1 1 11 II 11 I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolle Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 I 11 11 11 1 1 11 11 11 1 1 Volume Module: Volume Module: . Base Vol: 0 0 55 65 85 30 10 Base Vol: 55 65 85 0 30 10 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 Initial Bse: 0 0 55 65 85 30 10 Initial Bse: 55 65 85 0 30 10 User Adj: 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.00 Added Vol: 35 52 3 12 4 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.95 0.95 PasserByVol: 0 0 0 0 0 0 . PHF Volume: 0 0 58 68 89 32 11 Initial Fut: 90 117 88 12 34 10 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 Final Vol.: 0 0 58 68 89 32 11 PHF Adj: 0.9 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.95 1 11 11 11 1 PHF Volume: 95 123 93 13 36 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 1 Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 95 123 93 13 36 11 FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 II 11 II I Critical Gp: 7.1 xxx xxxx 7. xxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxx xxxx 3. xxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx . Cnflict Vol: xxxx xxxx xxxxx 263 xxxx 37 42 xxxx xxxxx xxxx xxxx xxxxx I II 11 II ' I Potent Cap.: xxxx xxxx xxxxx 730 xxxx 1041 1580 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx 706 xxxx 1041 1580 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 434 xxxx xxxxx 386 xxxx 41 46 xxxx xxxxx xxxx xxxx xxxxx • 1 11 11 1I 1 Potent Cap.: 536 xxxx xxxxx 576 xxxx 1036 1574 xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 458 xxxx xxxxx 541 xxxx 1036 1574 xxxx xxxxx xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx 10.1 xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx 1 11 11 11 I • LOS by Move: * * * B * • A * * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 13.0 xxxx xxxxx 11.7 xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx 0 xxxx xxxx 1041 xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * B * * A * * * * • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * ` A * * * * * • Shared Cap.: xxxx xxxx 0 xxxx xxxx 1036 xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx 8.8 xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx 8.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * A * * Shared LOS: * * * * • A * • * * * ApproachDel: 13.0 9.0 xxxxxx xxxxxx ApproachLOS: B A * 5.0 Traffix 7.5.1015 ( 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSEC , Denver, CO • a c allir OS IS S MI6 NM S MI . IIIIIII! S' 1111111 S IMO all' 1St S la SW ar' sNI lr. r IS -sir Ills an Isis as .sim so as a .ss, -.w. s' a ass 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 23 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 24 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ******* *** * ******** ** ** ** * ***** * *** *** xxxx******* * * * * ** **** ** ***** **** * *** ****** ********************* **************************** * *** ***** *********** * ** ******** Intersection 410 SR 89 6 Donner Pass Rd. Intersection 410 SR 89 6 Donner Pass Rd. ************************************************* ********* *************** ******* ************************************************** * *** *** ******* ** * * ***** Average 2744.9 Worst Case Level Of Service: F Average Delay (sec /veh) * OVERFLOW Worst Case Level Of Service: * * * . * * **** **. ** *. *** * * ** . ***** *** ** ***** * **** * ***** * *. * ** ** ****a * * **. * * **********a**** **** «+ *** ** * - *** **** * * ** * **** .*. *** * **** * **** * *** ** s ** * ******** *** « «* * * Approach: North Bound South Bound East Sound West Bound Approach: North Bound South Bound East Bound West Sound Movement: L- T - R L - T - R L - T - R 1. - ? - R Movement: L- T - R L - T - R L - T - R L- T- R . I 11 11 11 1 1 11 11 11 I Control: Uncontrolled Uncontrolled stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 I II II 11 I 1 11 II II I • Volume Module: Volume Module: Base Vol: 465 475 0 0 220 410 510 190 0 Base Vol: 465 475 0 0 220 410 510 0 190 0 0 0 . Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 465 475 0 0 220 410 510 190 0 Initial Bse: 465 475 0 0 220 410 510 0 190 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Added Vol: 0 140 90 4 138 54 101 54 0 92 37 3 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.9 PasserByVol: 0 -14 14 9 -9 0 0 0 0 9 0 14 PHF Volume: 489 500 0 0 232 432 537 200 0 Initial Fut: 465 601 104 13 349 464 611 54 190 101 37 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 489 500 0 0 232 • 432 537 200 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I II II II 1 PHF Volume: 489 633 109 14 367 488 643 57 200 106 39 18 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 489 633 109 14 367 488 643 57 200 106 39 18 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 663 xxxx xxxxx xxxx xxxx xxxxx 1711 xxxx 232 xxxx xxxx xxxxx I 11 II 11 I Potent Cap.: 935 xxxx xxxxx xxxx xxxx xxxxx 101 xxxx 813 xxxx xxxx xxxxx Capacity Module: Move Cap.: 935 xxxx xxxxx xxxx xxxx xxxxx 59 xxxx 813 xxxx xxxx xxxxx Cnflict Vol: 856 xxxx xxxxx 742 xxxx xxxxx 2089 2116 367 2434 2549 687 1 II 11 II 1 Potent Cap.: 793 xxxx xxxxx 874 xxxx xxxxx 39 51 682 22 27 450 Level Of Service Module: Move Cap.: 793 xxxx xxxxx 874 xxxx xxxxx 0 19 682 0 10 450 Stopped Del: 13.0 xxxx xxxxx xxxxx xxxx xxxxx 3763 xxxx 10.9 xxxxx xxxx xxxxx 1 II 11 II I LOS by Move: e • * • * F * 8 * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 16.6 xxxx xxxxx 9.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: C * * A • * * * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - 1,75 - RT LT - LTR - RT Shared LOS: * • * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 79 xxxx 0 xxxxx ApproachDel: xxxxxx xxxxxx 2744.9 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx 1119 xxxxx xxxx xxxxx ApproachLOS: * * F * Shared LOS: * * * A * • • * F * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * F 6 aJ2rCIO W • Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 25 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 26 -1 . Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDMOdLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (BaseVolume Alternative)2000 HCM Operations Method (Future * * *, *...* *.** x26* *„ ** * ** * 2000 **x * * , + # + + ***** ` ** * *** * * *** ****x*** *******.** +x**. *** xx. * ***6 * *6** * *** * * ** **** * **2 *** * ****:*x * *****x * * **** ** ****: Intersection 267 6 I-80 WB Off /On Ramp 2 Intersection Mil SR 267 8 I -80 WB Off /On Ramp * Inters ** 22 * **7 7 *. 267x* * * ** ** * x*x*6* * ** * * * *.222x ** * * * * *x 2.2x2 *6* * * 22x*** Intersection *** * **x267** * * ** * ** * 22x2 ***x** ****** * ** ** ** * *** 222x * * ** *. * **+ *** Cycle (sec): 100 Critical Vol. /Cap. (X): 1.437 Cycle (sec): 100 Critical Vol. /Cap. (X): 1.502 I Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 188.5 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 199.7 Optimal Cy * * cle: 180 Level Of Service: F Optimal Cy « Cycle: 180 Level Of Service: F * ** * ** ** * * ** * * **: : * ***. : ** ** ********** * **** ****** *x** *x************ « « * ** * : * * * ** *** ** * * *** * ********* * * * * *x *. * **: **. ****..****.* *.22 *. ** 7 Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound west Bound Movement: L - T- R L - T- R 1 - T- R L- T- R Movement: L - T- R L - T- R L - T - R L- T- R I II II II 1 1 II II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include ' Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 L I II 11 II I 1 II II II I II Volume Module: Volume Module: Base Vol: 1050 345 405 10 595 490 Base Vol: 1050 345 405 10 595 490 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 1050 345 405 10 595 490 Initial Bse: 1050 345 405 10 595 490 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 193 102 128 0 37, PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0, PHF Volume: 1105 363 426 11 626 516 Initial Fut: 1050 538 507 138 595 527, Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduced Vol: 1105 363 426 11 626 516 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 1105 566 534 145 626 555 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 1105 363 426 11 626 516 Reduced Vol: 1105 566 534 145 626 555 I II 11 II I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 . Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1105 566 534 145 626 555' Adjustment: 0.95 1.00. 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 I 11 II II ' i 1 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Vol /Sat: 0.61 0.19 0.00 0.00 0.22 0.01 0.00 0.00 0.00 0.43 0.00 0.32 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Crit Moves: 22 22x2 22x2 1 II II II '1 Green /Cycle: 0.43 0.58 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.30 0.00 0.30 Capacity Analysis Module: Volume /Cap: 1.44 0.33 0.00 0.00 1.44 0.04 0.00 0.00 0.00 1.44 0.00 1.07 Vol /Sat: 0.61 0.30 0.00 0.00 0.28 0.09 0.00 0.00 0.00 0.43 0.00 0.341 Delay /Veh: 232.9 11.0 0.0 0.0 257 35.9 0.0 0.0 0.0 244.6 0.0 96.7 Crit Moves: 22 22x2 22x2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.41 0.59 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.29 0.00 0.29 AdjDel/Veh: 232.9 11.0 0.0 0.0 257 35.9 0.0 0.0 0.0 244.6 0.0 96.7 Volume /Cap: 1.50 0.50 0.00 0.00 1.50 0.48 0.00 0.00 0.00 1.50 0.00 1.20 DesignQueue: 42 9 0 0 21 1 0 0 0 27 0 22 Delay /Veh: 262.6 12.0 0.0 0.0 281 37.5 0.0 0.0 0.0 273.9 0.0 146.9, ***+ x x* x*******x******** 7».»x x**x***** * * * * * * * ** * ************x *x » * * * ***. ** *. * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 262.6 12.0 0.0 0.0 281 37.5 0.0 0.0 0.0 273.9 0.0 146.9', DesignQueue: 43 14 0 0 26 7 0 0 0 27 0 241 ***************** ******************************** ******** * ** ** ** * *** * **x****** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO I a a as a MN .a n .a a a a r s N '_. 111111 NIL Ia 11111 1111111' Iffft' milli r moll is 'SS ea '111 1111 111111 fl 4i 111111 f11111 fly 1' 111■f' S1. • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 27 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 28 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDModbanduse. tfx) ( R1- 2023GraysCrossingMTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) **::******..******..***.************************* -* * * * *** : * * * * * : * * * * *** * * * ** ***** *********************************:************** * * *** * ** * *** * * * ** **** * * *** * * *** Intersection 012 SR 267 6 I -80 EB Off /On Ramp Intersection 012 SR 267 6 I -80 EB Off /On Ramp ****.********************************** :******** ** ** * ** ** ** *** * * * * * **. * * *** **************************«.******************* * * *** * * *** * *** * *** *** ** * * ***** ** Cycle (sec): 175 Critical Vol. /Cap. (X): 1.061 Cycle (sec): 175 Critical Vol. /Cap. (X): 1.219 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 49.3 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 94.7 Optimal Cycle: 180 Level Of Service: D Optimal Cycle: 180 Level Of Service: F ************************************************* * * * **** * * * * * * * * * * * * * * * * **** * * ** ****** ******************************************* ** * * ** * * * * ** * ** * * * ***** * * ** **** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 I 1 11 11 11 I . Control: Protected Protected Permitted Permitted Control: Protected - Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: .0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 11 11 11 1 I 11 11 II I Volume Module: Volume Module: Base Vol: 1395 640 370 625 66 Base Vol: 1395 640 370 625 0 66 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1395 640 370 625 66 Initial Bse: 1395 640 370 625 0 66 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 Added Vol: 90 0 30 72 103 PHF Adj:. 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 1468 674 389 658 Initial Fut: 1485 640 400 697 103 66 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1468 674 389 658 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1563 674 421 734 108 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1,0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1468 674 389 658 Reduced Vol: 1563 674 421 734 108 • I 11 II II 1 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1563 674 421 734 108 . Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 11 11 11 I Lanes: 0,00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 0 1900 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.77 0.42 0.22 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Cr'it Moves: * * ** * *** I 11 11 11 I Green /Cycle: 0.00 0.73 0.73 0.20 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 1.06 0.57 1.06 0.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.82 0.42 0.23 0.39 0.00 0.08 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 65.9 11.8 133.7 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.67 0.67 0.19 0.87 0.00 0.07 0.00 0.00 0.00 0.00 0.00 Adjoel /veh: 0.0 65.9 11.8 133.7 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 1.22 0.62 1.22 0.45 0.00 1.22 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 49 20 32 5 0 0 0 0 0 0 0 Delay /Veh: 0.0 134 17.0 192.8 2.7 0.0 247.6 0,0 0.0 0.0 0.0 0.0 ************************************************* *** * ** ***** * *** * * * **** * * * *** * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 134 17.0 192.8 2.7 0.0 247.6 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 63 24 35 11 0 10 0 0 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 29 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 30 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDMOdLandUSe. tfx) ( R1- 2023GraysCrossingwTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM (Base Volume 2000 RCM Operations 0000 .'. o * Volume Alternative) **co*. * ** * *o* **** **r « *****o ***** * * **a *a * *c * * * * * * ***. * * " « " " " * *" « ** +a ** * ** * ** ********. **c*** *c * ****** ` *** **** * » ***a *a***** *aaa* . « *« a «*. Intersection* 267 *Brockway Intersection *** SR 267 Brockway *..“,.***********++++++********“.***************** «roc* *aaa*** Inter «*.*****a** **m*******“”*********** ** **-c * ****c *****. * **... * sections *13 SR *267 r Bro* * *� Cycle (sec): 180 - Critical Vol. /Cap. (X): 2.278 Cycle (sec): 180 Critical Vol. /Cap. (X): 2.309 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 529.2 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 540.3 Cycle: Optimal Cyc: 180 Level Of Service: F Optimal Cycle: 180 0 Level Of S ervice * F I *"t . cle * nano * *« «** * * * } ` ve « Lel no nor a** ** a 0* * *n0 *** *x " *0*a00o * * « «*a* * *cot r }00180 ` *0 * *. c n Le. *x n* " ervi a e *** *a * * * *x « ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L- T- R L- T- R Movement: L - T- R L - T- R L - T- R L - T- I R II 11 II I 1 11 II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 1) 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 1345 1925 15 55 1120 175 80 5 1025 10 5 35 Base Vol: 1345 1925 15 55 1120 175 80 1025 10 " 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Initial Bse: 1345 1925 15 55 1120 175 80 5 1025 10 5 35 Initial Bse: 1345 1925 15 55 1120 175 80 1025 10 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 64 0 0 51 21 26 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PassereyVol: 0 0 ' 0 0 0 0 0 0 0 0 PHF Volume: 1416 2026 16 58 1179 184 84 5 1079 11 5 37 Initial Fut: 1345 1989 15 55 1171 196 106 1025 10 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Reduced Vol: 1416 2026 16 58 1179 184 84 5 1079 11 5 37 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1416 2094 16 58 1233 206 112 1079 11 137 MI6' Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1416 2026 16 58 1179 184 84 5 1079 11 5 37 Reduced Vol: 1416 2094 16 58 1233 206 112 1079 11 37 I 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1!00 : Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1416 2094 16 58 1233 206 112 1079 11 37 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.74 0.85 0.85 0.43 0.43 0.43 1 11 11 11 1 I Lanes: 1.00 0.99 0.01 1.00 1.00 1.00 1.00 0.01 0.99 0.21 0.09 0.70 Saturation Flow Module: Final Sat.: 1805 1883 15 1805 1900 1615 1398 7 1609 168 76 565 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 • 1 11 11 11 1 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.74 0.85 0.85 0.42 0.42 0!42 Capacity Analysis Module: Lanes: 1.00 0.99 0.01 1.00 1.00 1.00 1.00 0.01 0.99 0.21 0.09 0!70 Vol /Sat: 0.78 1.08 1.08 0.03 0.62 0.11 0.06 0.67 0.67 0.07 0.07 0.07 Final Sat.: 1805 1884 14 1805 1900 1615 1400 7 1609 168 76 564 Crit Moves: *^ ` * *` * 1 11 11 11 1 1 Green /Cycle: 0.34 0.60 0.60 0.02 0.27 0.27 0.29 0.29 0.29 0.29 0.29 0.29 Capacity Analysis Module: Volume /Cap: 2.28 1.80 1.80 1.80 2.28 0.42 0.20 2.28 2.28 0.22 0.22 0.22 Vol /Sat: 0.78 1.11 1.11 0.03 0.65 0.13 0.08 0.67 0.67 0.07 0.07 0.07 Delay /Veh: 639.2 398 398.0 545.3 647 54.4 47.9 645 645.2 48.4 48.4 48.4 Crit Moves: **" " * "* """" User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.34 0.60 0.60 0.02 0.28 0.28 0.29 0.29 0.29 0.29 0.29 0.29 AdjDel /Veh: 639.2 398 398.0 545.3 647 54.4 47.9 645 645.2 48.4 48.4 48.4 Volume /Cap: 2.31 1.84 1.84 1.84 2.31 0.45 0.28 2.31 2.31 0.23 0.23 0!23 DesignQueue: 116 114 1 6 103 14 6 0 90 1 0 3 Delay /Veh: 653.7 418 418.2 566.7 660 54.0 49.6 660 659.7 49.0 49.0 49.0 « o«* a*«** o* o* *« ***«*a* « «* * * * ***r *rsrs * * * ****** «*ors «ors* *rsa *aaa * « *rsrs User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1)00 AdjDel /Veh: 653.7 418 418.2 566.7 660 54.0 49.6 660 659.7 49.0 49.0 49.0 DesignQueue: 116 118 1 6 107 15 8 0 90 1 0 1 3 *«arse rs «aaa *«"**«***«a* * ««******o orso*n oa **ars*rskrs* *rsrs**aaccrsars*rs *«*«a«rs Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO ■ .s a 'M 1 NO MIN M. ;a 'a - _, w 11111111' _. a~ M a ; • • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 31 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 32 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLanduse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) +***************»******************************** ***♦ **** * * ** ** * * * ***** **** **a *♦ ************* a***************++***aaa************ ** ******** *************+* * ****a Intersection 814 SR 267 6 Schaffer Mi11 Rd. • Intersection *14 SR 267 6 Schaffer Mill Rd. ******************,+, ***. ****** * ** *** » . ** ** ** ***** * *. * ** *+ ****+ * * ** *** * ** * * ** . * * * ** *. ** ***» ***** * * * * * *. *** Cycle (sec): 180 Critical Vol. /Cap. (X): 2.402 Cycle (sec): 180 Critical Vol. /Cap. (X): 2.447 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 467.4 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 484.1 Optimal Cycle: 180 Level Of Service: F Optimal Cycle: 180 Level Of Service: F «««*********************************«+******** * *** * * * ** **** **** * * * * * * *** * *a* **************..*+****.**************+*********** *** ** ** *** * **** ** *** ** * * *+ * * *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- 8 Movement: L - T- R L - T- R L- 7- 8 L- T- R 1 II I1 11 1 1 II II II I Control: Protected Protected Permitted Permitted Control: ' Protected Protected Permitted Permitted Rights: Include Include Include Include - Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 1 11 II 11 I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 195 1460 130 335 1220 585 940 115 275 270 130 910 Base Vol: 195 1460 130 335 1220 585 940 115 275 270 130 910 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 1460 130 335 1220 585 940 115 275 270 130 910 Initial Bse: 195 1460 130 335 1220 585 940 115 275 270 130 910 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 46 0 9 37 5 7 0 0 0 0 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 205 1537 137 353 1284 616 989 121 289 284 137 958 Initial Fut: 195 1506 130 344 1257 590 947 115 275 270 130 921 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 205 1537 137 353 1284 616 989 121 289 284 137 958 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 205 1585 137 362 1323 621 997 121 289 284 137 969 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1537 137 353 1284 616 989 121 289 284 137 958 Reduced Vol: 205 1585 137 362 1323 621 997 121 289 284 137 969 . 1 II 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 205 1585 137 362 1323 621 997 121 289 284 137 969 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.47 0.47 0.85 0.20 0.20 0.85 1 II 11 II 1 Lanes: 1.00 1.00 1,00 1.00 1.00 1.00 0.89 0.11 1.00 0.67 0.33 1.00 Saturation Flow Module: Final Sat.: 1805 1900 1615 1805 1900 1615 799 98 1615 258 124 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II II II 1 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.47 0,47 0.85 0.19 0.19 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.11 1.00 0.67 0,33 1.00 Vol /Sat: 0.11 0.81 0.08 0.20 0.68 0.38 1.24 1.24 0.18 1.10 1.10 0.59 Final Sat.: 1805 1900 1615 1805 1900 1615 798 97 1615 247 119 1615 Grit Moves: * * ** * * ** I 1I 11 II I Green /Cycle: 0.06 0.34 0.34 0.08 0.36 0.36 0.52 0.52 0.52 0.52 0.52 0.52 Capacity Analysis Module: • Volume /Cap: 1.89 2.40 0.25 2.40 1.89 1.07 2.40 2.40 0.35 2.14 2.14 1.15 Vol /Sat: 0.11 0.83 0.08 0.20 0.70 0.38 1.25 1.25 0.18 1.15 1.15 0.60 Delay /Veh: 516.7 696 43.5 734.1 463 113.9 681.3 681 26.0 573.1 573 125.4 Crit Moves: ** ** ** ** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.06 0.34 0.34 0.08 0.36 0.36 0.51 0.51 0.51 0.51 0.51 0.51 • AdjDel /Veh: 516.7 696 43.5 734.1 463 113.9 681.3 681 26.0 573.1 573 125.4 Volume /Cap: 1.92 2.45 0.25 2.45 1.92 1.06 2.45 2.45 0.35 2.25 2.25 1.18 DesignQueue: 20 130 9 34 100 43 57 7 15 15 7 54 Delay /Veh: 529.2 715 43.0 753.8 475 110.6 701.9 702 26.5 622.9 623 135.6 *************»******»**************************** * * * * * * * * * * * * * * * * ** * * * * ** * » ** *** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 529.2 715 43.0 753.8 475 110.6 701.9 702 26.5 622.9 623 135.6 DesignQueue: 20 134 9 35 103 43 58 7 15 15 7 55 ***** *******»«**************««+++*«»»******** * * * * * * *** * * * * * * * ** **** *** * ** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 33 -1 2023 PM Peak - Weekday Fri May.l6, 2003 15:32:17 Page 34-1 Gray's Crossing Gray's Crossing ' without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingWTDModLandUse. tfx) 1 Level Of Service Computation Report - Level Of Service Computation Report 2000 HCM Unsignalized Method (Base HCM Unsignalized Method (Future I * «« . ** a«. «*** « *x « * **** * ** * ** * **. *a * * *. * * * * ** * * * * * ** « * *aa «* *x..+ x * «. *x * * « * * * *« *.. a * ............................... * ** * *** * * .............................. * *a as Intersection 815 SR 2676 NOrthstar « * * * * * * * * »* .a... ........................ Intersection 615 SR 267 6 Northstar * Dr. *.. * * * * * ** .* * * * ** * +.. * * * * * ** I ** ................................ * + +a.a * * * *a ax*xxx x*. a a a aaa . * *.. Average Delay (sec /veh): 1630.9 Worst Case Level Of Service: F Average Delay (sec /veh): 1942.4 Worst Case Level Of Service: I F ** ** * *******«* ** **********a *** *** * *a a *** w * *: * ** **** *** ** ** ** *♦ ««*****«****«************************** *x*** «** « * * «** * ** *** *********x* * x* + + as a a a .xx****r * * ♦x* ♦ * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T - R L - T - R L - T - R L - T - R Movement: L - 2- 8 5-1-8 L - T- R L- T- I R 1 II I I 11 I I I I I I I I • I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign) Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 1 0 0 1 0 1 61 11 II 1 I 11 II 11 I Volume Module: Volume Module: Base Vol: 195 1320 125 1130 470 365 35 220 10 10 Base Vol: 195 1320 25 1130 470 365 35 220 10 10 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1L0 Initial ese: 195 1320 25 1130 470 365 35 220 10 10 Initial Bse: 195 1320 25 1130 470 365 35 220 10 10 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 35 0 28 9 12 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 205 1389 26 1189 495 384 37 232 11 11 Initial Fut: 195 1355 25 1158 479 377 35 220 10 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Final Vol.: 205 1389 26 1189 495 384 37 232 11 11 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0 I II II II I PHF Volume: 205 1426 26 1219 504 397 37 232 11 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 205 1426 26 1219 504 397 37 232 11 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II 11 11 I Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6. Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3. Cnflict Vol: 1684 xxxx xxxxx 1416 xxxx xxxxx 3021 3026 1189 3395 3508 1403 1 11 11 11 1 I Potent Cap.: 305 xxxx xxxxx 488 xxxx xxxxx 8 13 231 4 6 173 Capacity Module: I Move Cap.: 385 xxxx xxxxx 488 xxxx xxxxx 0 6 231 0 3 173 Cnflict Vol: 1723 xxxx xxxxx 1453 xxxx xxxxx 3087 3093 1219 3466 3584 1439 1 11 11 11 1 Potent Cap.: 372 xxxx xxxxx 472 xxxx xxxxx 7 12 222 4 6 165 Level Of Service Module: Move Cap.: 372 xxxx xxxxx 472 xxxx xxxxx 0 5 222 0 3 165 Stopped Del: 24.5 xxxx xxxxx 12.5 xxxx xxxxx 0.0 3410 105.0 0.0 xxxx xxxxx I 11 II II I 1 LOS by Move: C * * 8 * * * F 8 * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 26.0 xxxx xxxxx 12.7 xxxx xxxxx 0.0 3987 118.7 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4 LOS by Move: D * * B • * * F F * * I Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2718 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1 4 ApproachDel: xxxxxx xxxxxx 229.8 1630.9 Shrd StpOel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3237 ApproachLOS: * * F F Shared LOS: * * * * * * • • * • * F ApproachDel: xxxxxx xxxxxx 262.1 1942.4 ApproachLOS: * * F F 54. to Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS1C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO MIS e s ,s in s. lam as a ,mss. 's :s In ra ■n l' r l 11s • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 35 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 36 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingWTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) * * * * * ** * * ** * * * * «« ***** ************************* * * **** * * * * * * ** * * * ** * * * **** ** *** ******************* a***************************** * * ** ** * * *** * * * * ** * * * **** * * ** * ** Intersection M16 Donner Pass Rd. S Pioneer Trails Intersection *16 Donner Pass Rd. 6 Pioneer Trails ***«************* ******************************** ** * * **** * *** * * * * * * ** * ** *** * *** ************************************************** * ** * ** * * *** **** ** * * **** * ****** • Average Delay (sec /veh): 503.3 Worst Case Level Of Service: F Average Delay (sec /veh): 934.4 Worst Case Level Of Service: F ********* u.*************************************** * ***** * * **** * * * **** * **** ***** **-************************************************ * * ** ** * * ** * ****** * ** ** * ******* Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Sound West Bound . Movement: L- T - A 1. - T - R L - T - R L - T - A Movement: L - T - R L - T - R L - T - R L T - R I II II 11 I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 II 11 11 I I 11 11 II I Volume Module: Volume Module: Base Vol: 350 455 480 155 245 450 0 Base Vol: 350 455 480 155 245 450 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 350 455 480 155 245 450 0 Initial Bse: 350 455 480 155 245 450 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 0 114 54 36 40 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 368 479 505 163 258 474 0 Initial Fut: 350 569 534 191 285 450 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 . Final Vol.: 368 479 505 163 258 474 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 1 11 11 11 1 PHF Volume: 368 599 562 201 300 474 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 ' Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 368 599 562 201 300 474 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I 11 II II 1 Critical Gp: 4.1 xxxx xxxx xxxx xxxx xxxxx 6.4 xxx 6.2 xxxxx xxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxx xxxx xxxx xxxxx 3.5 xxx 3.3 xxxxx xxx xxxxx Cnflict Vol: 668 xxxx xxxxx xxxx xxxx xxxxx 1721 xxxx 505 xxxx xxxx xxxxx 1 11 11 11 I Potent Cap.: 931 xxxx xxxxx xxxx xxxx xxxxx 99 xxxx 571 xxxx xxxx xxxxx Capacity Module: Move Cap.: 931 xxxx xxxxx xxxx xxxx xxxxx 69 xxxx 571 xxxx xxxx xxxxx Cnflict Vol: 763 xxxx xxxxx xxxx xxxx xxxxx 1898 xxxx 562 xxxx xxxx xxxxx 1 11 11 11 1 Potent Cap.: 859 xxxx xxxxx xxxx xxxx xxxxx 77 xxxx 530 xxxx xxxx xxxxx Level Of Service Module: Move Cap,: 859 xxxx xxxxx xxxx xxxx xxxxx 51 xxxx 530 xxxx xxxx xxxxx Stopped Del: 11.4 xxxx xxxxx xxxxx xxxx xxxxx 1364 xxxx 34.8 xxxxx xxxx xxxxx I 11 11 11 I LOS by Move: B * * * * * F * D • a Level Of Service Module: Movement: LT - LTA - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.3 xxxx xxxxx xxxxx xxxx xxxxx 2338 xxxx 45.3 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * F * E Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * • * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 503.3 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F * Shared LOS: * * • * * * * * * * * * ApproachDel: xxxxxx xxxxxx 934.4 xxxxxx ApproachLOS: * * F * 2° 10 . . Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LAIC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 37 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 38 -1' Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModtandOse. tfx) ( R1- 2023GraysCrossingWTDModLandUSe .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Alternative)2000 HCM Unsignalized Method (Future Volume Alternative) .aaa *a. a .: ", as + ♦ aaaaa * Mesa s aaase * aaa. * " *a Me ** *a. aa * * * * *Me...** aMe Me.* *Me. 2000 a aaa**♦*♦ aaaaaa* * a«*aa * Meture Volume Alternative) Intersection B17 Donner Pass Rd. 6 I - Me *80 WB On Ramp Intersection *17 Donner Pass Rd. 6 I -80 WB On Ramp Me********** * ** **♦* *aaaaa* ***x ***a as ** * *** * * aaaaa ****** aaa * * * * * * ** *a**** ************ * * ***aaaaaa"***** ** ** • * a *a ** * ** * **a " ♦ aaaaa * ** a aaaaa ****a * * *.a♦« * Average Delay (sec /veh): 11.9 Worst Of Service: Average Delay (sec/veh): 12.4 Worst Level Service: B * * *** a s ***a s * * *a* ***. * *s ** ** a *as * * *s *s* * aaaaa * * * *a s Me** ** *a * aaaaa*** * * ss *s * * ****. * s ***a s Me *** ***. **r * * Me s *s a *s***ss ** aaaaa s ***a *aaa* s ** s **aaaaaa ** ♦ * ***a Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound, Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R II II II I I II II II I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include 1 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 .0 0 0 I II II 11 I I II II 11 1 I Volume Module: Volume Module: Base Vol: 245 810 550 285 0 0 Base Vol: 245 810 550 285 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.00 Initial Bse: 245 810 550 285 0 0 Initial Bse: 245 810 550 285 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.0 Added Vol: 0 114 • 48 6 1 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.9 0.95 0.9 PasserByvol: 0 0 0 0 '0 PHF Volume: 258 853 579 300 0 0 Initial Fut: 245 924 598 291 I0 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.00 Final Vol.: 258 853 579 300 0 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.95 . I II 11 II I PHF Volume: 258 973 629 306 10 Critical Gap Module: Reduct Vol: 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 258 973 629 306 0 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: 1 11 II 11 1 Critical Gp: 4.1 xxxx xxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxx xxxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxx xxxxx Cnflict Vol: 879 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II 11 II 1 I Potent Cap.: 777 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 777 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 936 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1 II 11 11 1 Potent Cap.: 740 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 740 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 11.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I 11 II 11 I LOS by Move: B * " • * * Level Of Service Module: 1 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * • * * * * • a * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * " * * Shared LOS: * * • • * • • * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx . ApproachLOS: • * * ( Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO a at S. IS 1111111 .® MS 1111IN MS NS a a S: S rM a 1N• IIMI - • a a a a S a' a 11111 Int Olt Ma S. ! s 1 all ilia r MI 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17' Page 39 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 40 -1 • Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDModLandUse .tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) . •****.***..*****.**********.*.********.********** * * * * * * * *..... * * * * * * ** * * * * * ** * ** ************************************.************* ** *** * * * * * * ***** ** * ** ** *** **** Intersection 618 Donner Pass Rd. 6 I -80 EB Off Ramp Intersection 618 Donner Pass Rd. b I -80 EB Off Ramp ************************************************* **** ********** *** * **** * * *** ** ** ************************************************* *** ********* *** * **** * * ** ** **** Average Delay (sec /veh): 131.0 Worst Case Level Of Service: F Average Delay (sec /veh): 222.3 Worst Case Level Of Service: F ************************************************* * * * * * * * * * *** * * * * *** * * *** * * * ** ** ************************************************* * * ** * * * * * ********** * ** * * ** ** * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I 1 II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign . Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 0 785 0 0 415 255 295 Base Vol: 785 415 255 295 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 0 785 0 0 415 255 295 Initial Bse: 785 415 255 295 User Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 106 48 8 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 0 826 0 0 437 268 311 Initial Fut: 891 463 263 295 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 0 826 0 0 437 268 311 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 I 11 ' 11 11 1 PHF Volume: 938 487 277 311 Critical Gap Module: Reduct Vol: 0 0 0 0 • Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 938 487 277 311 Fol lowupTim: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Mod le: I II 11 II I Critical Gp:xxxx xxxx xxxxx xxxx xxxx xxxxx 6.4 xxx 6.2 xxxx xxx xxxxx Capacity Module: FollowUpTim:xxxx xxxx xxxxx xxxx xxxx xxxxx 3.5 xxxx 3.3 xxxx xxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1263 xxxx 437 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 189 xxxx 624 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 189 xxxx 624 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1425 xxxx 487 xxxx xxxx xxxxx I II II 11 I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 151 xxxx 584 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 151 xxxx 504 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 263.6 xxxx 16.4 xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: • • F C * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 451.4 xxxx 17.9 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: • * * * F C * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT . Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 131.0 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: • * F * Shared LOS: * * * * * • * * * * * ApproachDel: xxxxxx xxxxxx 222.3 xxxxxx ApproachLOS: • • F * 41,9 . Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 41 -1 2023 914 Peak - Weekday Fri May 16, 2003 15:32:17 Page 42 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLanduse .tfx) ( R1- 2023GraysCrossingWTDMOdLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report ' 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) .............................................. * * *** * * ** * * * * * * * * * *. +* * * *** **** ** * ** *aa* + + ** * *. ***.*+**************** *** *** ***** ******* * *** *** ** * * ** * ax*a* * *+x* *x x Intersection 819 Donner Pass Rd. 6 Glenshire Rd. Intersection *19 Donner'Pass Rd. 6 Glenshire Rd. • ...................................................... ** * * *** ** ***** * +*.* * * *a ** :* *************** ...... **********************.******* ** *** * ** * *** * * * * * * ** *** * * * * *. Average worst Case Level Service: F Average Delay (sec /veh): 722.8 Worst Case Level Of F * ** **+ * * *** * * **** ** *. }e* * * * **. * * * * ** * *. ** * * *. * ** *. . ****. * *. * ** * ** **x * *x ** ** * * *** . * * ** * * * * * * ** * * * *.* * **. ** ** ** *' *x * * * *. * ** ** * * *** ** * * * ****** * * * *. *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II 1 I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 I II II 11 I I II II II 1 I Volume Module: Volume Module: Base Vol: 285 315 0 490 430 265 290 Base Vol: 285 315 490 430 265 290 Growth Adj: 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 285 315 0 490 430 265 290 Initial Bse: 285 315 490 430 265 290 User Adj: 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 25 81 0 27 21 PHF Adj: 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 300 332 0 516 453 279 305 Initial Fut: 285 340 571 430 292 311 Reduct Vol: 0 0 0 0 0 - 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 300 332 0 516 453 279 305 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 1 II 11 II I PHF Volume: 300 358 601 453 307 327 ' Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 • Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 300 358 601 453 307 327 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Module: I 11 II 11 1 Critical Gp: 6.4 xxxx 6.2 xxxx xxx xxxx xxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxxx 3.3 xxxxx xxx xxxx xxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: 1379 xxxx 516 xxxx xxxx xxxxx xxxx xxxx xxxxx 968 xxxx xxxxx 1 II II II I Potent Cap.: 161 xxxx 563 xxxx xxxx xxxxx xxxx xxxx xxxxx 720 xxxx xxxxx Capacity Module: Move Cap.: 103 xxxx 563 xxxx xxxx xxxxx xxxx xxxx xxxxx 720 xxxx xxxxx Cnflict Vol: 1543 xxxx 601 xxxx xxxx xxxxx xxxx xxxx xxxxx 1054 xxxx xxxxx II 11 II I Potent Cap.: 128 xxxx 504 xxxx xxxx xxxxx xxxx xxxx xxxxx 668 xxxx xxxxx Level Of Service Module: Move Cap.: 72 xxxx 504 xxxx xxxx xxxxx xxxx xxxx xxxxx 668 xxxx xxxxx Stopped De1:950.1 xxxx 20.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.0 xxxx xxxxx 1 11 II 11 1 j LOS by Move: F * C * * * * * * B * * Level Of Service Module: 1 I Movement: LT - LTR - RT LT - LTA - AT LT - LTR - RT LT - LTR - AT Stopped Del: 1552 xxxx 27.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.4 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: F * D * * * * * * B * *. Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 13.1 xxxx xxxxx Movement: LT - LTA - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * * * B * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 461.9 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 14.9 xxxx xxxxx ApproachLOS: F * * * Shared LOS: * * * * * * * * B * * ApproachDel: 722.8 xxxxxx xxxxxx xxxxxx ApproachLOS: F * * * I 2_0(0,3 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO a air a ;a Ian': IMO s ' a IS a NM IS s Mill S. - S , Mt MI fa 1 -sr a s 411111 111111 a a s r s we silt s a s s ! S • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 43 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 44 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDModLandUse .tfx) ( R1- 2023GraysCrossingWTDModLandUse .t£x) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ***«....***.....********* ************************ * ***** * **** * * * *** * * * **** ** **** • e**«e«««. .... * * * * * «. ** * * «...e *n* ** * * » «.* xxxx *** *xxxx. * * * ****ee * ** * * * * * ** Intersection 420 Donner Pass Rd. 6 Bridge St. Intersection 820 Donner Pass Rd. 6 Bridge St. .****«.******.********************************** * * *** * * ** * * * * *. * * * * ** * * ** * ** *** ************* ********************************** * * * * * * * * * *.u*.** * * * * * *** * * * * * ** Average Delay (sec /veh): 1369.2 Worst Case Level Of Service: F Average Delay (sec /veh): 1667.5 Worst Case Level Of Service: F **..**....**.************************************ **** * *** *** ** * * * * ** * ** * * * * * * * ** ************************************************** * ***** * * ** * * *** * * * * * * ** * ** **** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R - L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I I I I I I I I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include • Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 0 1 0 Lanes: 0 0 1! 0 0 0 0 11 0 0 1 0 1 0 1 1 0 0 1 0 I 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 125 340 640 10 210 30 40 480 145 600 465 10 Base Vol: 125 340 640 10 210 30 40 480 145 '600 465 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 125 340 640 10 210 30 40 480 145 600 465 10 Initial Bse: 125 340 640 10 210 30 40 480 145 600 465 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 23 0 0 0 0 58 6 11 10 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 132 358 674 11 221 32 42 505 153 632 489 11 Initial Fut: 125 340 663 10 210 30 40 538 151 611 475 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 132 358 674 11 221 32 42 505 153 632 489 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 11 11 11 1 PHF Volume: 132 358 698 11 221 32 42 566 159 643 500 11 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 132 358 698 11 221 32 42 566 159 643 500 11 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: 1 11 11 11 I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 253 xxxx xxxxx 1032 xxxx xxxxx 1466 1553 237 1545 1232 695 1 11 11 11 I Potent Cap.: 1324 xxxx xxxxx 681 xxxx xxxxx 107 114 807 94 179 446 Capacity Module: Move Cap.: 1324 xxxx xxxxx 681 xxxx xxxxx 0 101 807 0 157 446 Cnflict Vol: 253 xxxx xxxxx 1056 xxxx xxxxx 1483 1577 237 1591 1244 707 1 11 11 11 1 Potent Cap.: 1324 xxxx xxxxx 667 xxxx xxxxx 104 111 807 88 176 439 Level Of Service Module: Move Cap.: 1324 xxxx xxxxx 667 xxxx xxxxx 0 97 807 0 154 439 Stopped Del: 7.7 xxxx xxxxx 10.3 xxxx xxxxx 0.0 1894 10.5 0.0 xxxx xxxxx 1 11 11 11 I LOS by Move: A B * * * F B * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 7.7 xxxx xxxxx 10.4 xxxx xxxxx 0.0 2257 10.6 0.0 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 159 LOS by Move: A * * B * * * F B * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 1022 Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * ` ' * • F Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 157 ApproachDel: xxxxxx xxxxxx 1369.2 451.6 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 1077 ApproachLOS: * * F F Shared LOS: * * * * * * * * * ` F ApproachDel: xxxxxx xxxxxx 1667.5 476.8 ApproachLOS: * * F F Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 45 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:32:17 Page 46 -1 . Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) i Level 0f Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ...*............ w**.**********.**** u...***** ........ * * * * * * ... * * * **.. ** *...** **.*.******************.*...****..*************... . * * * * * * * ** ** ** * ** * * *... *.* * *** Intersection 421 Bridge St. 6 West River St. Intersection 421 Bridge St. 6 West River St. ****.********* ... ************ v.**************** ** *. * * * * *.. ** * * * * * * ... * *** * * *v* **********************.**************************** * *** *** **** *** * **..* ** * ** * * * ** Average Delay (sec /veh): OVERFLOW Worst Case Level Of Service: F Average Delay (sec /veh): OVERFLOW Worst Case Level Of Service: 1 F ************************************************* *** ******* * ********** * **** ***** ************************************************* * *** * * ******** *** * ** ** * ***** *** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T - R L - T- R L- T- R Movement: L - T- R L - T- R L - T - R L- T- R I II II II I I II II 11 1 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include 1 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 1 1 1 -- -- -- -- -- 11 II I I II II II I Volume Module: Volume Module: Base Vol: 625 840 30 55 635 230 210 15 560 25 20 45 Base Vol: 625 840 30 55 635 230 210 15 560 25 20 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 625 840 30 55 635 230 210 15 560 25 20 45 Initial Bse: 625 840 30 55 635 230 210 15 560 25 20 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 1.00 Added Vol: 0 16 0 0 12 5 7 0 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 10 PHF Volume: 658 884 32 58 668 242 221 16 589 26 21 47 Initial Fut: 625 856 30 55 647 235 217 15 560 25 20 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 658 884 32 58 668 242 221 16 589 26 21 47 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 11 11 II 1 PHF volume: 658 901 32 58 681 247 228 16 589 26 21 47 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 10 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 658 901 32 58 681 247 228 16 589 26 21 47 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II 11 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 911 xxxx xxxxx 916 xxxx xxxxx 3155 3137 789 3424 3242 900 1 II II II Potent Cap.: 756 xxxx xxxxx 753 xxxx xxxxx 7 11 394 4 10 340 Capacity Module: Move Cap.: 756 xxxx xxxxx 753 xxxx xxxxx 0 1 394 0 1 340 Cnflict Vol: 928 xxxx xxxxx 933 xxxx xxxxx 3187 3169 805 3456 3277 917 11 11 11 I Potent Cap.: 745 xxxx xxxxx 742 xxxx xxxxx 6 11 386 4 9 333 Level Of Service Module: Move Cap.: 745 xxxx xxxxx 742 xxxx xxxxx 0 1 386 0 1 333 Stopped Del: 32.6 xxxx xxxxx 10.2 xxxx xxxxx xxxxx xxxx 262.9 xxxxx xxxx 17.3 I II 11 11 I • LOS by Move: D * * B * * • * F • * C Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - AT Stopped Del: 34.7 xxxx xxxxx 10.3 xxxx xxxxx xxxxx xxxx 276.5 xxxxx xxxx 17.6 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx xxxxx 0 xxxx xxxxx LOS by Move: D * * B * * • * F • * C Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - AT Shared LOS: * * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx xxxxx 0 xxxx xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F F Shared LOS: • * * • • * * * • • * 1 ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx • ApproachLOS: * * F F 0verflou) Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Sia it '11 $ ' a a an a as ! e a a a a e a i a a a 1 Increased Development Alternative 2023 No Third Tahoe Donner Connector No Project and Plus Project Intersection LOS Summer Weekend PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 • 2023 PM Peak - Weekend Fri May 16, 2003 15:41:23 Page 1 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:41:23 Page 2 -1, • Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures . ( R1- 2023GraysCrossingNTDModLandUSe. tfx) ( R1- 2023GraysCressingNTDMOdLandUSe. tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekend Forecast for PM Peak - Weekend command: Default Command Volume: 2023 PM Peak - Weekend Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry * Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.35 0.32 70 64 134 13.7 Routes: Default Routes Zone 1 Subtotal 70 64 134 13.7 Configuration: Default Configuration ' 2 Planning Are 137.00 Single Family 0.35 0.32 48 44 92 9.4 Zone 2 Subtotal 48 44 92 9.4 3 Planning Are 58.00 Single Famile 0.35 0.32 20 19 39 4.0 Zone 3 Subtotal 20 19 39 4'.0 4 Planning Are 32.00 Single Family 0.35 0.32 11 10 21 2.1 Zone 4 Subtotal 11 10 21 2.1 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.8 5 Planning Are 5.00 Fitness Center 0.67 0.36 3 2 5 0.5 Zone 5 Subtotal 15 17 32 3.3 6 Planning Are 42.00 Single Family 0.35 0.32 15 13 28 2.9 Zone 6 Subtotal 15 13 28 2.9 7 Planning Are 29.00 Single Family 0.35 0.32 10 9 19 T,.9 Zone 7 Subtotal 10 9 19 1.9 8 Planning Are 135.00 Apartment /Loft 0.32 0.16 43 22 65 6.6 . 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 12.8 Zone 8 subtotal 97 94 191 19.5 9 Planning Are 120.00 Multi - Family 0.24 0.22 29 26 55 5.6 Zone 9 Subtotal 29 26 55 5 10 Church 17.50 Church 2.15 0.75 38. 13 51 5.2 Zone 10 Subtotal 38 13 51 5 '. 2 11 Planning Are 34.80 Specialty Beta 1.02 1.28 35 45 80 8.2 11 Planning Are 4.10 Office 0.20 0.17 1. 1 2 0.2 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 19.4 11 Planning Are 15.00 Church 2.15 0.75 32 11 43 4 11 Planning Are 7.20 Community Cent 0.31 0.32 2 2 4 0.4 Zone 11 Subtotal 165 154 319 32,.5 TOTAL 518 463 981 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO . Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO . IS a 1 1 a a 11111 NMI 11101 11111 01111 1 i Nom a I I m s • • 2023 PM Peak - Weekend Fri May 16, 2003 15:41:24 Page 3 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:41:24 Page 4 -1 Gray's Crossing Gray's Crossing • without Mitigation Measures without Mitigation Measures ( R1- 2023GrayscrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Trip Distribution Report Turning Movement Report PM Peak - Weekend Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zon 01 SR 89 s Rainbow Dr. Base 0 320 195 20 405 0 0 0 0 130 0 15 1085 2.5 0.8 0.6 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 14 0 0 0 0 13 0 0 50 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 332 206 20 419 0 0 0 0 143 0 15 1135 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 2.5 0.8 0.8 8.3 4.2 10.0 8.3. 5.8 1.7 2.5 7.5 N2 SR 89 6 Prosser Dam Rd. 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 120 480 105 10 510 10 25 10 150 80 20 20 1520 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 89 3 176 18 4 5 3 19 62 167 20 17 583 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 209 483 281 28 514 15 28 29 212 247 30 27 2103 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 N3 Alder Dr. 6 Thayer Dr. 1 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 77 0 1 2 7 0 0 7 107 201 Total 0 0 0 77 0 1 2 7 0 0 7 107 201 To Gates 12 13 14 15 16 17 18 19 20 21 22 04 Prosser Dam Rd. a Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 109 0 21 0 0 0 0 99 115 21 95 0 460 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total I09 0 21 0 0 0 0 99 115 21 95 0 460 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. a Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 11 0 2 0 0 0 0 106 13 2 105 0 239 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 11 0 2 0 0 0 0 106 13 2 105 0 239 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd. a Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 38 1 6 0 1 9 10 64 34 6 60 0 229 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 38 1 6 0 1 9 10 64 34 6 60 0 229 To Gates 07 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 0 0 8 9 62 0 0 57 0 136 Total 0 0 0 0 0 8 9 62 0 0 57 0 136 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. a East Alder Creek Rd. 3 8:3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 10 0 0 0 0 43 47 4 11 0 4 0 119 • 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 10 0 0 0 0 43 47 4 11 0 4 0 119 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 010 SR 89 a Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 325 430 0 0 275 465 275 0 180 0 0 0 1950 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 165 116 4 174 54 100 46 0 124 28 4 815 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 325 581 130 13 440 519 375 46 180 133 28 18 2788 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:41:24 Page 4 -2 2023 PM Peak - Weekend Fri May 16, 2003 15:41:24 Page 4 -3 , Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 811 SR 267 6 I -80 WB off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 820 375 0 0 445 15 0 0 0 755 0 380 2790 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 241 0 0 124 175 0 0 0 0 0 40 580 Added 0 0 24 0 0 0 0 59 8 14 12 0 117 Total 820 616 0 0 569 190 0 0 0 755 0 420 3370 Total 0 0 24 0 0 0 0 59 8 14 12 0 117 *12 SR 267 6 I -80 EB Off /On Ramp *21 Bridge St. 6 West River St. Base 0 1170 500 435 765 0 25 0 810 0 0 0 3705 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 97 0 36 87 0 144' 0 0 0 0 0 364 Added 0 17 0 0 15 7 7 0 0 0 0 0 46 Total 0 1267 500 471 852 0 169 0 810 0 0 0 4069 Total 0 17 0 0 15 7 7 0 0 0 0 0 46 *13 SR 267 6 Brockway 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 . 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 69 0 '0 62 25 28 0 0 0 0 0 184 Added 0 0 0 8 0 12 0 27 0 0 12 0 59 Total 0 69 0 0 62 25 28 0 0 0 0 0 184 Total 0 0 0 8 0 12 0 27 0 0 12 0 59 *14 5R 267 a Schaffer Mill Rd. *54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 50 0 11 45 7 7 0 0 0 0 12 132 Added 0 29 0 31 0 0 0 0 0 0 0 0 60 Total 0 50 0 11 45 7 7 0 0 0 0 12 132 Total 0 29 0 31 0 0 0 0 0 0 0 0 ' 60 *15 SR 267 6 Northstar Dr. *60 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 38 0 0 34 11 12 0 0 0 0 0 95 Added 0 32 0 0 38 0 0 0 0 0 0 0 70 Total 0 38 0 0 34 11 12 0 0 0 0 0 95 Total 0 32 0 0 38 0 0 0 0 0 0 0 70 *16 Donner Pass Rd. 6 Pioneer Trails 068 Base 350 315 0 0 545 125 120 0 270 0 0 0 1725 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 126 0 0 65 17 19 0 0 0 0 0 227 Added 16 0 0 0 0 0 0 0 18 0 0 0 34 Total 350 441 0 0 610 142 139 0 270 0 0 0 1952 Total 16 0 0 0 0 0 0 0 18 0 0 0. 34 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 200 565 0 0 450 365 0 0 0 0 0 0 1680 Added 0 126 0 0 55 10 0 0 0 0 0 ) 0 191 Total 200 791 0 0 505 375 0 0 0 0 0 0 1871 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 640 0 0 450 0 225 0 365 0 0 0 1680 Added 0 116 0 0 55 0 11 0 0 0 0 0 182 Total 0 756 0 0 505 0 236 0 365 0 0 0 1862 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 • Added 0 0 33 0 0 0 0 83 0 28 27 0 171 Total 0 0 33 0 0 0 0 83 0 28 27 0 171 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO S S a r e® OM MIN 110 S S r a- all IS S S r = as UM an — MI M all a a Nos _ N M a Olt Si • Oa 2023 PM Peak - Weekend Fri May 16, 2003 15:41:24 Page 5 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:41:24 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GrayscrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUSe. tfx) Link Volume Report Volume NB Link 58 Link EB Link WB Link Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link 5B Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 6 I -80 WB Off /On Ramp Base 1195 1200 2395 460 755 1215 ' 0 835 835 1135 0 1135 5580 01 52 89 6 Rainbow Dr. Added 241 124 365 299 281 580 0 175 175 40 0 40 1160 . Base 515 535 1050 425 335 760 0 0 0 145 215 360 2170 Total 1436 1324 2760 759 1036 1795 0 1010 1010 1175 0 1175 6740 Added 23 27 50 14 12 26 0 0 0 13 11 24 100 Total 538 562 1100 439 347 786 0 0 0 158 226 384 2270 012 SR 267 s 1 -80 EB Off /On Ramp Base 1670 1575 3245 1200 1195 2395 835 0 835 0 935 935 7410 02 SR 89 6 Prosser Dam Rd. Added 97 87 184 123 241 364 149 0 144 0 36 36 728 Base 705 740 1445 530 515 1045 185 140 325 100 125 225 3040 Total 1767 1662 3429 1323 1436 2759 979 0 979 0 971 971 8138 Added 268 233 501 27 23 50 84 114 198 204 213 417 1166 Total 973 973 1946 557 538 1095 269 254 523 304 338 642 4206 013 SR 267 6 Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 03 Alder Dr. 6 Thayer Dr. Added 69 62 131 87 97 184 28 25 53 0 0 0 368 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 69 62 131 87 97 184 28 25 53 0 0 0 368 Added 0 0 0 78 109 187 9 8 17 114 84 198 402 Total 0 0 0 78 109 187 9 8 17 114 84 198 402 014 SR 267 S Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 04 Prosser Dam Rd. 6 Road A Added 50 45 95 63 69 132 7 7 14 12 11 23 264 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 45 95 63 69 132 7 7 14 12 11 23 264 Added 130 136 266 0 0 0 214 204 418 116 120 236 920 Total 130 136 266 0 0 0 214 204 418 116 120 236 920 015 sR 267 6 Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 05 Prosser Dam Rd. 6 Road a Added 38 39 72 45 50 95 12 11 23 0 0 0 190 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 38 34 72 45 50 95- 12 11 23 0 0 0 190 Added 13 15 28 0 0 0 119 116 235 107 108 215 478 Total 13 15 28 0 0 0 119 116 235 107 108 215 478 016 Donner Pass Rd. 6 Pioneer Trails Base 665 815 1480 670 435 1105 390 475 865 0 0 0 3450 06 Prosser Dam Rd. & Road C Added 126 65 191 82 145 227 19 17 36 0 0 0 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 791 880 1671 752 580 1332 409 492 901 0 0 0 3904 Added 45 41 86 10 11 21 108 107 215 66 70 136 458 Total 45 41 86 10 11 21 108 107 215 66 70 136 458 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 865 450 1315 815 665 1480 0 565 565 0 0 0 3360 07 Prosser Dam Rd. 6 Road D Added 126 55 181 65 126 191 0 10 10 0 0 0 382 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 991 505 1496 880 791 1671 0 575 575 0 0 0 3742 Added 0 0 0 8 9 17 71 65 136 57 62 119 272 Total 0 0 0 8 9 17 71 65 136 57 62 119 272 018 Donner Pass Rd. a I -80 EB Off Ramp Base 640 815 1455 450 865 1315 590 0 590 0 0 0 3360 08 Prosser Dam Rd. 6 East Alder Creek Rd. Added 116 55 171 55 127 182 11 0 11 0 0 0 364 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 756 870 1626 505 992 1497 601 0 601 0 0 0 3724 Added 10 11 21 43 47 90 62 57 119 4 4 8 238 Total 10 11 21 43 47 90 62 57 119 4 4 8 238 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 010 SR 89 6 Donner Pass Rd. Added 33 28 61 0 0 0 83 27 110 55 116 171 342 Base 755 455 1210 740 705 1445 455 790 1245 0 0 0 3900 Total 33 28 61 0 0 0 83 27 110 55 116 171 342 Added 281 298 579 232 269 501 146 82 228 156 166 322 1630 . PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1036 753 1789 972 974 1946 601 872 1473 179 189 368 5576 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 lc) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:41:24 Page 5 -3 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossingNTDModLandUSe. tfx) Volume NB Link , SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change . 020 Donner Pass Rd. s Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 24 22 46 0 0 0 67 12 79 26 83 109 234 0 1 SR 89 & Rainbow Dr. D 26.0 0.000 D 30.1 0.000 + 0.000 V/C Total 24 22 46 0 0 0 67 12 79 26 83 109 234 0 2 SR 89 6 Prosser Dam Rd. F 349.9 0.000 F OVRFL 0.000 + 0.000 V/C 021 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 SR 89 6 Donner Pass Rd. F 550.6 0.000 F OVRFL 0.000 + 0.000 V/C Added 17 15 32 22 24 46 7 7 14 0 0 0 92 Total 17 15 32 22 24 46 7 7 14 0 0 0 92 4 11 SR 267 & I -80 WB Off /On Ramp F 183.0 1.442 F 187.5 1.520 + 4.467 D/V 953 0 12 SR 267 6 I -80 EB Off /On Ramp D 40.8 0.983 F 91.8 1.190 +51.040 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 20 0 20 27 24 51 12 35 47 118 0 16 Donner Pass Rd. 6 Pioneer Trai F 150.4 0.000 F 326.6 0.000 + 0.000 V/C Total 0 0 0 20 0 20 27 24 51 12 35 47 118 0 17 Donner Pass Rd. 6 I -80 WB On R B 11.2 0.000 B 11.7 0.000 + 0.000 V/C 054 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Donner Pass Rd. 6 I -80 EB Off F 61.2 0.000 F 123.6 0.000 + 0.000 V/C Added 29 0 29 31 29 60 0 0 0 0 31 31 120 Total 29 0 29 31 29 60 0 0 0 0 31 31 120 960 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 32 38 70 38 32 70 0 0 0 0 0 0 140 Total 32 38 70 38 32 70 0 0 0 0 0 0 140 06B Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 18 34 0 0 0 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L5&C , Denver, CO ' O an ss■ sw NM at M .0 an MI Ell sue► r. ■r MIN MI sr MI MI • a a a A- s =- ® En a Ns a En la a mu EN s • 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 t Page 7 -1 , 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 Page 8 -1 Gray's Crossing Grays Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingwTDModLandUse. tfx) • Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************************ * * ** ***** ** ** * * * * * * * **** * ** * ** ** ************************************************* ** ** * * * * * * * ** ** * * * * * ** ** ** * * *** Intersection #1 SR 89 6 Rainbow Dr. Intersection *1 5R 89 6 Rainbow Dr. *****************************************««**** * ** * ** ** **** * * * ******* * ****** ** ************************************************* * * * **** ** ***** * * * ** * ****** ** *** Average Delay (sec /veh): 26.0 Worst Case Level Of Service: D Average Delay (sec /veh): 30.1 Worst Case Level Of Service: D ************************************************** * * ** * * * * * *** * * * * * * * * *** ** *** ** ************************************************* * * * * * * * * * * * * * ** * * * * * * * ** * * * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound . Movement: L- T- R L - T- R L- T- R L- T.- R Movement: L- T- R L- T- R L - T- R L-7- R I 11 11 11 1 1 11 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1) 0 0 Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 • 1 11 11 II 1 I 11 11 II I Volume Module: Volume Module: Base Vol: 320 195 20 405 130 15 Base Vol: 320 195 20 405 130 15 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 2.00 2.0 1.00 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 320 195 20 405 130 15 Initial Bse: 320 195 20 405 130 15 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 12 11 0 14 13 0 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 • PHF Volume: 337 205 21 426 137 16 Initial Fut: 332 206 20 419 143 15 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Final Vol.: 337 205 21 426 137 16 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 0.9 0.95 1 11 11 11 1 PHF Volume: 349 217 21 441 151 16 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 Final Vol.: 349 217 21 441 151 16 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 Critical Gap Module: 1 11 11 II I Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxx xxxx xxx xxxx 6.4 xxx 6.2 • Capacity Module: FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxx xxxx xxx xxxx 3.5 xxx 3.3 Cnflict Vol: xxxx xxxx xxxxx 542 xxxx xxxxx xxxx xxxx xxxxx 908 xxxx 439 1 II 11 II I Potent Cap.: xxxx xxxx xxxxx 1037 xxxx xxxxx xxxx xxxx xxxxx 308 xxxx 622 Capacity Module: Move Cap.: xxxx xxxx xxxxx 1037 xxxx xxxxx xxxx xxxx xxxxx 303 xxxx 622 Cnflict Vol: xxxx xxxx xxxxx 566 xxxx xxxxx xxxx xxxx xxxxx 941 xxxx 458 1 11 11 11 I Potent Cap.: xxxx xxxx xxxxx 1016 xxxx xxxxx xxxx xxxx xxxxx 295 xxxx 607 Level Of Service Module: Move Cap.: xxxx xxxx xxxxx 1016 xxxx xxxxx xxxx xxxx xxxxx 290 xxxx 607 Stopped Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 11 11 1 LOS by Move: * * A * * * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 320 xxxxx LOS by Move: A * * * * * * Shrd StpDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 26.0 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * • * A * * * * * * D * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 305 xxxxx . ApproachDel: xxxxxx xxxxxx xxxxxx 26.0 Shrd StpDel:xxxxx xxxx xxxxx 8.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 30.1 xxxxx ApproachL05: * * * D Shared LOS: * * * A * * • * * * D * . Approachsel: xxxxxx xxxxxx xxxxxx 30.1 ApproachLOs: * * * D • . X7 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - weekend Fri May 16, 2003 15:41:42 Page 9 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 Page 10 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse .tfx) ( R1- 2023GraysCrossinguTDModLandtse. tfx) • Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalixed Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************************y u****** **a*** ***r* ***** *** * *** ****************♦************************♦******** *** ************ ******* ** *** *** Intersection 62 SR 89 6 Prosser Dam Rd. Intersection 82 SR 89 6 Prosser Dam Rd. ******************* *** *********** a****** a* a****** *a****** ****** *** *****aa ******* ******* *********** a.**** a***********************♦* *** ** *******a ********** ****** ** Average Delay (sec /veh): 349.9 Worst Case Level Of Service: F Average Delay (sec /veh): 7613.3 Worst Case Level Of Service: F ************************************************** ****** ******* ** ** ****** * ** **** ************************************************** *** **a * * ** * **** ** * * ***** * ***** ' Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T - R 1 - T - R L - T - R L - T - R Movement: L- T- R L- T- R L- T- R L- T- R I II II II I I II II I I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 11 0 0 0 0 1! 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I II II II I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 120 480 105 10 510 10 25 10 150 80 10 10 ' Base Vol: 120 480 105 10 510 10 25 10 150 BO 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 480 105 10 510 10 25 10 150 80 10 10 Initial Bse: 120 480 105 10 510 10 25 10 150 80 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 89 3 176 18 4 5 3 19 62 167 20 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 126 505 111 11 537 11 26 11 158 84 11 11 Initial Fut: 209 483 281 28 514 15 28 29 212 247 30 27 ReduCt Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 126 505 111 11 537 11 26 11 158 84 11 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 II II II 1 PHF Volume: 220 508 296 29 541 16 29 31 223 260 32 28 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 220 508 296 29 541 16 29 31 223 260 32 28 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II 11 II I Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 547 xxxx xxxxx 616 xxxx xxxxx 1387 1432 542 1461 1382 561 1 1 II II I Potent Cap.: 1D32 xxxx xxxxx 974 xxxx xxxxx 122 136 544 108 145 531 Capacity Module: - Move Cap.: 1032 xxxx xxxxx 974 xxxx xxxxx 100 116 544 64 125 531 • Cnflict Vol: 557 xxxx xxxxx 804 xxxx xxxxx 1734 1852 549 1831 1712 656 I II II II I Potent Cap.: 1024 xxxx xxxxx 829 xxxx xxxxx 70 75 539 60 91 469 Level Of Service Module: Move Cap.: 1024 xxxx xxxxx 829 xxxx xxxxx 33 55 539 16 67 469 Stopped Del: 8.5 xxxx xxxxx 8.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 11 II II I LOS by Move: A * * A * * * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.5 xxxx xxxxx 9.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 302 xxxxx xxxx 74 xxxxx LOS by Move: A * * A * * * * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 36.2 xxxxx xxxxx 350 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: • • • • * * * E * a F * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 152 xxxxx xxxx 19 xxxxx ApproachDel: xxxxxx xxxxxx 36.2 349.9 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 463 xxxxx xxxxx 7613 xxxxx ApproachLOS: * * E F Shared LOS: * * * * * * * F * * F * ApproachDel: xxxxxx xxxxxx 462.7 7613.3 ApproachL05: * * F F 1\ b1/4o 1- Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO ■ial a s Iki a s- 1111111 - w 111. n alli■ - a a V a 1 1 1 1- 1 M® 11111 11111 -- 1 1 1 1 11111 11111 % 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 Page 11 -1 2023 FM Peak - Weekend Fri May 16, 2003 15:41:42 Page 12 -1 Gray's Crossing Gray's Crossing • without Mitigation Measures without Mitigation Measures • ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GrayscrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) *****♦***♦********♦♦**♦**♦f«f«**********♦******** * ** ** * **** ***** *** * ♦ ♦ * * ****** ♦********************♦***********************♦♦♦ * * * **R * * ** * * * ♦ * ** * * * * ** ** * * ** *** Intersection X10 SR 89 6 Donner Pass Rd. Intersection 810 SR 89 6 Donner Pass Rd. *******f ** **** ********* ** ♦ * + *** ***********♦4 ♦ *** *** * ♦♦*♦******* ****************** ***f * * * **********♦ ** ********♦** . Average Delay (sec /veh): 550.6 Worst Case Level Of Service: F Average Delay (sec /veh): OVERFLOW Worst Case Level Of Service: F *****♦******************************************** *♦***** ** * * ***** ** ***** **** * ** **♦****♦*********************************♦******** ** ** ****f* **** * * ******* ****Y ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R 5 - T- R L - T- R L- T- R 1 11 11 11 1 1 11 11 11 I Control: Uncontrolled 'Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 1 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 325 430 275 465 275 180 Base Vol: 325 430 0 275 465 275 0 180 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • Initial Bse: 325 430 275 465 275 180 Initial Bse: 325 430 0 275 465 275 0 180 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 165 116 174 54 100 46 0 124 28 4 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 342 453 289 489 289 189 Initial Fut: 325 581 130 1 440 519 375 46 180 133 28 18 Reduct Vol: 0 0 0 0 0 • 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 342 453 289 489 289 189 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 II 11 II 1 PHF Volume: 342 612 137 1 463 546 395 48 189 140 29 19 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 • Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 342 612 137 1 463 546 395 48 189 140 29 19 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: 1 11 11 11 I Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 779 xxxx xxxxx xxxx xxxx xxxxx 1426 xxxx 289 xxxx xxxx xxxxx 1 11 11 11 I Potent Cap.: 847 xxxx xxxxx xxxx xxxx xxxxx 151 xxxx 754 xxxx xxxx xxxxx Capacity Module: Move Cap.: 847 xxxx xxxxx xxxx xxxx xxxxx 103 xxxx 754 xxxx xxxx xxxxx Cnflict Vol: 1009 xxxx xxxxx 748 xxxx xxxxx 1879 1923 463 2247 2401 680 1 11 11 11 1 Potent Cap.: 695 xxxx xxxxx 869 xxxx xxxxx 55 68 603 30 34 454 Level Of Service Module: Move Cap.: 695 xxxx xxxxx 869 xxxx xxxxx 0 34 603 0 17 454 Stopped Del: 12.1 xxxx xxxxx xxxxx xxxx xxxxx 903.6 xxxx 11.4 xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: B 5 * * * * F * B * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - AT LT - LTR - RT Stopped Del: 15.1 xxxx xxxxx 9.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: C * * A * • * * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT . Shared L05: * * " ' * * * * • * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 136 xxxx 0 xxxxx • ApproachDel: xxxxxx xxxxxx 550.6 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx 420.8 xxxxx xxxx xxxxx ApproachLOS: * * F * Shared L05: * * * A * * * " F * * * ' ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * F 6 p vin a f ( i Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 Page 13 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 Page 14 -1 ' Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) + « + + + + «« « +. + +. + «. + + + . ++ + + + ++. + + + + ++ + +. +..+. «.+ + + + +++ ++ +.......”4,......,444...444,.++.4.4 + + « + + ++« + « + ++ + + + «: « ++«+««««.4.44:4,64444.1,4****.**** + + + + + + + +. + + ++ Intersection 611 SR 267 6I -8O WB Off /On Ramp Intersection 611 SR 267 6 I -80 WB Off /On Ramp Cycle (sec): 100 Critical Vol. /Cap. (X): 1.442 Cycle (sec): 100 Critical Vol. /Cap. )X): 1.520 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 183.0 Loss Time (sec): 12 (Y +R . 4 sec) Average Delay (sec /veh): 187.5 Optimal Cycle: + + 180 +. + + +, +...,,, Level Of Service: F Optimal Cycle: 9 + 180 + Level Of Service: + + Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T - R 4. - T - R L - T - R L - T - R Movement: 0 - 1 - R L- T- R, L- T- R L- T- R 1 I1 11 1 1 1 1 11 11 II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 1 II 11 II I 1 II II II I Volume Module: - Volume Module: Base Vol: 820 375 445 15 755 380 Base Vol: 820 375 445 15 755 380 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 820 375 445 15 755 380 Initial ese: 820 375 445 15 755 380 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 241 124 175 0 40 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 ' PHF Volume: 863 395 468 16 795 400 Initial Fut: 820 616 569 190 755 420 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduced Vol: 863 395 468 16 795 400 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 863 648 599 200 795 442 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 863 395 468 16 795 400 Reduced Vol: 863 648 599 200 795 442 1 11 II 11 I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 863 648 599 200 795 442 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 1 11 11 II I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 II . 11 I Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.95 Capacity Analysis Module: Lanes: 1.00 1 - ,00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 • Vol /Sat: 0.48 0.21 0.00 0.00 0.25 0.01 0.00 0.00 0.00 0.54 0.00 0.25 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Crit Moves: ' + +' 44 1 11 11 II 1 Green /Cycle: 0.33 0.50 0.00 0.00 0`17 0.17 0.00 0.00 0.00 0.38 0.00 0.38 Capacity Analysis Module: Volume /Cap: 1.44 0.41 0.00 0.00 1.44 0.06 0.00 0.00 0.00 1.44 0.00 0,66 Vol /Sat: 0.48 0.34 0.00 0.00 0.32 0.12 0.00 0.00 0.00 0.54 0.00 0.27 Delay /Veh: 241.5 15.9 0.0 0.0 257 34.8 0.0 0.0 0.0 240.0 0.0 28.4 Crit Moves: .... 4444 « + ++ • User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.31 0.52 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.36 0.00 0.36 AdjDel/Veh: 241.5 15.9 0.0 0.0 257 34.8 0.0 0.0 0.0 240.0 0.0 28.4 Volume /Cap: 1.52 0.65 0.00 0.00 1.52 0.60 0.00 0.00 0.00 1.52 0.00 0.76 DesignQueue: 36 12 0 0 23 1 0 0 0 31 0 15 Delay /Veh: 277.1 18.9 0.0 0.0 286 38.8 0.0 0.0 0.0 275.7 0.0 34.4 «++++«+++++++++++.+++++++++++,+++++«««.««++«+«« + « + + + + + + + + +++ + + + +. + + ++ ++ + + + + + +« User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 277.1 18.9 0.0 0.0 286 38.8 0.0 0.0 0.0 275.7 0.0 34.4 DesignQueue: 37 19 0 0 29 9 0 0 0 32 0 17 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • ® ® MN I= IIIMI MN • IS • OM I O I == MO - MI UM I= • 2023 PM Peak - Weekend Fri May 16, 2003 15:41:42 Page 15 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:41:43 Page 16 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ******«+****«++***«««***+**+****+*+********** ** + ***a** * * **** * ** * ** * ** * ** * ** ************************************************* * * ** * ** * * * *** * ** * * * * * * * * ******* Intersection *12 SR 267 6 I -80 EB Off /On Ramp Intersection *12 SR 267 6 I -80 EB Off /On Ramp ************************************************* * * * ** * ** ** * * * ** * * * ** *** * ** ** *** ************************************************* * * * * * * * * * * * **** * * * ** ** * * * * * * *** Cycle (sec): 175 Critical Vol. /Cap. (X): 0.983 Cycle (sec): 175 Critical Vol. /Cap. (X): 1.190 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 40.8 Loss Time (sec): 12 (Y +R # 4 sec) Average Delay (sec /veh): 91.8 Optimal Cycle: 180 Level Of Service: 0 Optimal Cycle: 180 Level Of Service: F ++**+******************************************** ******* *** * ***** ******* ***** *** ************************************************* * ** **** ******** * *** **** ****** ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R 5 - T- R L- T- R I 1 1 I I 1 I I I I I I I I I I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted ' Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 1I 11 II I I II 11 II I Volume Module: Volume Module: Base Vol: 1170 500 435 765 25 81 Base Vol: 1170 500 435 765 25 81 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1170 500 435 765 25 81 Initial Bse: 1170 500 435 765 25 81 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 97 0 36 87 144 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasaerByVol: 0 0 0 0 0 PHF Volume: 1232 526 458 805 26 Initial Fut: 1267 500 471 852 169 81 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1232 526 458 805 26 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1334 526 496 897 178 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1232 526 458 805 26 Reduced Vol: 1334 526 496 897 178 I 11 II 11 1 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 2900., 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1334 526 496 897 178 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 II 11 11 I Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 1900 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 1 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.65 0.33 0.25 0.42 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 ' Crit Moves: ** *** *** I 11 11 11 I Green /Cycle: 0.00 0.66 0.66 0.26 0.92 0.00 0.01 0.00 0.00 0.00 0.00 0.00. Capacity Analysis Module: Volume /Cap: 0.00 0.98 0.49 0.98 0.46 .0.00 0.98 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.70 0.33 0.27 0.47 0.00 0.13 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 50.3 15.4 101.7 1.2 0.0 253.8 0.0 0.0 0.0 0.0 0.0 Crit Moves: * * ** * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.59 0.59 0.23 D.82 0.00 0.11 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 50.3 15.4 101.7 1.2 0.0 253.8 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 1.19 0.55 1.19 0.57 0.00 1.19 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 49 19 35 7 0 3 0 0 0 0 0 Delay /Veh: 0.0 130 22.5 174.3 5.8 0.0 211.4 0.0 0.0 0.0 0.0 0.0 *********»«******************««************* ** * * * ** * * * * * ** * * * * * * ** * * * * * * * *** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 130 22.5 174.3 5.8 0.0 211.4 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 65 23 40 18 0 16 0 0 0 0 0 *****««***************************************** ** *** * * * * ** * * * *** * **** ** * * * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO • • • 2023 PM Peak - Weekend Fri May 16, 2003 15:41:43 Page 17 -1 • 2023 PM Peak - Weekend Fri May 16, 2003 15:41:43 Page 1B -1 ' Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse .t£x) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************************* **** *** * ***• * *** **** * ***a * * * *** ************************************************ * ****** ***** **** * ***** * ***** ** ** Intersection 616 Donner Pass Rd. 6 Pioneer Trails Intersection 016 Donner Pass Rd. 6 Pioneer Trails ******* ** *** ****** ****** *** * ****a** ************ ******* ** ************* **** ** ****** ** *** *** * ** ************* **** ** *** ** * * ** ****** * ** ** ** * ** *xxxx ♦* * a* * * *** ** ** * * ** Average Delay (sec /veh): 150.4 Worst Case Level Of Service: F Average Delay (sec /veh): 326.6 Worst Case Level Of Service: F ************************************-************* **a * * ****** ********** *** ** *** ** *************************************************** *a**** ** * ** ** * * * ** *** * * *** * ** . Approach: North Bound South Bound ' East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 1 1 II 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign . Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I 11 II II 1 I II 11 11 I Volume Module: Volume Module: Base Vol: 350 315 0 545 125 120 0 270 0 Base Vol: '350 315 545 125 120 270 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 350 315 0 545 125 120 0 270 0 Initial Bse: 350 315 545 125 120 270 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 Added Vol: 0 126 65 17 19 0 ._ PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 368 332 0 574 132 126 0 284 0 Initial Fut: 350 441 610 142 139 270 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 368 332 0 574 132 126 0 284 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 1 II II II I PHF Volume: 368 464 642 149 146 284 • Critical Gap Module: Reduot Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 368 464 642 149 146 284 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: 1 11 11 11 1 Critical Gp: 4.1 xxxx xxxx xxxxx xxxx xxxxx 6.4 xxx 6.2 xxxxx xxx xxxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxx xxxxx xxxx xxxxx 3.5 xxx 3.3 xxxxx xxx xxxxx Cnflict Vol: 705 xxxx xxxxx xxxx xxxx xxxxx 1642 xxxx 574 xxxx xxxx xxxxx I 11 II 11 I Potent Cap.: 902 xxxx xxxxx xxxx xxxx xxxxx 111 xxxx 522 xxxx xxxx xxxxx Capacity Module: Move Cap.: 902 xxxx xxxxx xxxx xxxx xxxxx 76 xxxx 522 xxxx xxxx xxxxx Cnflict Vol: 792 xxxx xxxxx xxxx xxxx xxxxx 1843 xxxx 642 xxxx xxxx xxxxx 1 11 11 II 1 Potent Cap.: 838 xxxx xxxxx xxxx xxxx xxxxx 83 xxxx 478 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 838 xxxx xxxxx xxxx xxxx xxxxx 55 xxxx 478 xxxx xxxx xxxxx Stopped Del: 11.7 xxxx xxxxx xxxxx xxxx xxxxx 444.3 xxxx 19.8 xxxxx xxxx xxxxx 1 11 11 II I LOS by Move: B * * * * * F * C * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.6 xxxx xxxxx xxxxx xxxx xxxxx 916.4 xxxx 23.0 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx L05 by Move: B * * * * F * C * Shrd stpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT . Shared LOS: * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 150.4 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F * Shared LOS: * * * * * * * * • * * * ApproachDel: xxxxxx xxxxxx 326.6 xxxxxx ApproachL05: * * F * - Zeta- Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. 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MO a OM NM I n • 2023 PM Peak - Weekend Fri May 16, 2003 15:41:43 Page 21 -1 2023'PM Peak - Weekend Fri May 16, 2003 15:41:43 Page 22 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingNTOModLandUse. tfx) ( R1- 2023GraysCrossingNTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) *********************************************** * * * «a * * * ***** * ***** **** «** ** ** ** * * * ** ** . * * «a * * ** *** * « *. « . « « « x ** a * * * a«xx ax* ** * ** * * * ***** ** *** ** ** * * * * ** ** x * * a x « Intersection 418 Donner Pass Rd. 6 I -80 EB Off Ramp Intersection 818 Donner Pass Rd. & I -80 EB Off Ramp ****«******************************************* ******** ******** *a** **** *** **** ***********************************************«* *«****«**«*a** ******* ********** Average Delay (sec /veh): 61.2 Worst Case Level Of Service: F Average Delay (sec /veh): 123.6 Worst Case Level Of Service: F ********* *********** **************«««*********** * ** **** * ******** * *** * *** * * «***a ************************************************* *** * * **** **** * ** * * *** **** * * **** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L T R • I II 11 11 I I 11 I I II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I 11 11 II I 1 II 11 11 I Volume Module: Volume Module: Base Vol: 640 450 225 365 0 Base Vol: - 640 450 225 365 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 640 450 225 365 0 Initial Bse: 640 450 225 365 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 116 55 11 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 PHF Volume: 674 474 237 384 0 Initial Fut: 756 505 236 365 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 674 474 237 384 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 I 11 11 11 I PHF Volume: 796 532 248 384 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 796 532 248 384 FollowUpTim: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Mod le: I 11 II II I Critical Gp:xxxx xxxx xxxxx xxxxx xxxx xxxxx 6,4 xxx 6.2 xxxx xxx xxxx Capacity Module: FollowUpTim:xxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxx 3.3 xxxx xxx xxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1147 xxxx 474 xxxx xxxx xxxxx I 11 II 11 I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 222 xxxx 595 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 222 xxxx 595 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1327 xxxx 532 xxxx xxxx xxxxx 1 I1 11 11 1 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 173 xxxx 552 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 173 xxxx 552 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 125.8 xxxx 21.4 xxxxx xxxx xxxxx 1 II 11 11 1 LOS by Move: * * * * F C * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTA - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 276.0 xxxx 25.1 xxxxx xxxx xxxxx • Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: • * • * • * F * D • * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTA- RT LT - LTR- RT LT - LTR - RT Shared LOS: * * * * * * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 61.2 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F * Shared LOS: * ' * * * * * • * * * * ApproachDel: xxxxxx xxxxxx 123.6 xxxxxx ApproachLOS: * * F * Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS40 , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MN a NM al ® _ MN a I - - - 11.1 - IMI OM a a i 1 1 Increased Development Alternative 2023 With Third Tahoe Donner Connector 1 No Project and Pius Project Intersection LOS Summer Weekend PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 1 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDMOdLandUSe .tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekend Forecast for PM Peak - Weekend Command: Default Command Volume: 2023 PM Peak - Weekend Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 4 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1.Planning Are 200.00 Single Family 0.35 0.32 70 64 134 13.7 Routes: Default Routes Zone 1 Subtotal 70 64 134 13.7 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.35 0.32 48 44 92 9.4 Zone 2 Subtotal 48 44 92 9.4 3 Planning Are 58.00 Single Famile 0.35 0.32 20 19 39 4.0 Zone 3 Subtotal 20 19 39 4.0 4 Planning Are 32.00 Single Family 0.35 0.32 11 10 21 2.1 Zone 4 Subtotal 11 10 21 2.1 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.8 5 Planning Are 5.00 Fitness Center 0.67 0.36 3 2 5 0.5 Zone 5 Subtotal 15 17 32 3.3 6 Planning Are 42.00 Single Family 0.35 0.32 15 13 28 2.9 Zone 6 Subtotal 15 13 28 2.9 7 Planning Are 29.00 Single Family 0.35 0.32 10 9 19 1.9 Zone 7 Subtotal 10 9 19 1.9 8 Planning Are 135.00 Apartment /Loft 0.32 0.16 43 22 65 6.6 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 12.8 Zone 8 Subtotal 97 94 191 19.5 9 Planning Are 120.00 Multi- Family 0.24 0.22 29 26 55 5.6 Zone 9 Subtotal 29 26 55 5.6 10 Church 17.50 Church 2.15 0.75 38 13 51 5.2 Zone 10 Subtotal 38 13 51 5.2 11 Planning Are 34.80 Specialty Reta 1.02 1.28 35 45 80 8.2 11 Planning Are 4.10 Office 0.20 0.17 1 1 2 0.2 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 19.4 11 Planning Are 15.00 Church 2.15 0.75 32 11 43 4.4 11 Planning Are 7.20 Community Cent 0.31 0.32 2 2 4 0.4 Zone 11 Subtotal 165 154 319 32.5 TOTAL 518 463 981 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MI■ ! a a i n s a MI MS 0 r ling • 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 3 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLanduse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Trip Distribution Report Turning Movement Report PM Peak - Weekend Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone M1 5R 89 6 Rainbow Dr. Base 0 290 195 20 415 0 0 0 0 130 0 15 1065 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 14 0 0 0 0 13 0 0 50 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 302 206 20 429 0 0 0 0 143 0 15 1115 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 S2 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 120 445 110 10 520 10 25 10 155 80 10 10 1505 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 89 3 178 18 4 5 3 19 62 169 20 17 587 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 209 448 288 28 524 15 28 29 217 249 30 27 2092 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 03 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 77 0 1 2 7 0 0 7 107 201 Total 0 0 0 77 0 1 2 7 0 0 7 107 201 To Gates 12 13 14 15 16 17 18 19 20 21 22 k4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 111 0 21 0 0 0 0 99 116 21 95 0 463 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 111 0 21 0 0 0 0 99 116 21 95 0 463 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 85 Prosser Dam Rd. 6 Road 8 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 11 0 2 0 0 0 0 106 13 2 105 0 239 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 11 0 2 0 0 0 0 106 13 2 105 0 239 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 B6 Prosser Dam Rd. & Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 0.0 0.0 0.0 14.0 Added 38 1 6 0 1 9 10 64 34 6 60 0 229 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 38 1 6 0 1 9 10 64 34 6 60 0 229 To Gates 07 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 0 0 8 9 62 0 0 57 0 136 Total 0 0 0 0 0 8 9 62 0 0 57 0 136 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 10 0 0 0 0 43 47 4 11 0 4 0 119 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 10 0 0 0 0 43 47 4 11 0 4 0 119 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 010 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 365 415 0 0 285 475 260 0 210 0 0 0 2010 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 153 100 4 166 64 114 60 0 109 41 4 815 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 365 554 114 13 442 539 374 60 210 118 41 18 2848 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 4 -2 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures - ( AI- 2023GxaysCrossingWTDModLandUs e. tfx) (R1-2023GraysCross ingWTOModLandUse . ifx) Volume Northbound Southbound Eastbound westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #11 SR 267 a I -80 WB Off /On Ramp #20 Donner Pass Rd. 6 Bridge St. Base 815 375 0 0 485 15 0 0 0 755 0 405 2850 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 213 0 0 124 152 0 0 0 . 0 0 40 529 Added 0 0 24 0 0 0 0 59 8 14 12 0 117 Total 815 588 0 0 609 167 0 0 0 755 0 445 3379 Total 0 0 24 0 0 0 0 59 8 14 12 0 117 012 SR 267 6 I -80 EB Off /On Ramp #21 Bridge St. 6 West River St. Base 0 1165 500 475 765 0 25 0 775 0 0 0 3705 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 97 0 36 87 0 116 0 0 0 0 0 336 Added 0 17 0 0 15 7 7 0 0 0 0 0 46 Total 0 1262 500 511 852 0 141 0 775 0 0 0 4041 Total 0 17 0 0 15 7 7 0 0 0 0 0 46 013 SR 267 6 Brockway 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 69 0 0 62 25 28 0 0 0 0 0 184 Added 0 0 0 8 0 12 0 27 0 0 12 0 59 Total 0 69 0 0 62 25 28 0 0 0 0 0 184 Total 0 0 0 8 0 12 0 27 0 0 12 0 59 #14 SR 267 s Schaffer Mill Rd. #54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 50 0 11 45 7 7 0 0 0 0 12 132 Added 0 29 0 31 0 0 0 0 0 0 0 0 60 Total 0 50 0 11 45 7 7 0 0 0 0 12 132 Total 0 29 0 31 0 0 0 0 0 0 0 0 60 #15 SR 267 '6 Northstar Dr. #60 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 38 0 0 34 11 12 0 0 0 0 0 95 Added 0 16 0 0 19 8 9 0 0 0 0 0 52 Total 0 38 0 0 34 11 12 0 0 0 0 0 95 Total 0 16 0 0 19 8 9 0 0 0 0 0 52 016 Donner Pass Rd. 6 Pioneer Trails #68 Base 345 305 0 0 545 160 145 0 265 0 0 0 1765 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 126 0 0 64 41 47 0 0 0 0 0 278 Added 8 0 0 0 0 0 0 9 9 0 8 0 34 Total 345 431 0 0 609 201 192 0 265 0 0 0 2043 Total 8 0 0 0 0 0 0 9 9 0 8 0 34 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 185 655 0 0 455 355 0 0 0 0 0 0 1650 Added 0 126 0 0 55 9 0 0 0 0 0 0 190 Total 185 781 0 0 510 364 0 0 0 0 0 0 1840 #18 Donner Pass Rd. a I -80 EB Off Ramp Base 0 620 0 0 455 0 220 0 350 0 0 0 1645 Added 0 116 0 0 55 0 11 0 0 0 0 0 182 Total 0 736 0 0 510 0 231 0 350 0 0 0 1827 #19 Donner Pass Rd. a Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 33 0 0 0 0 83 0 28 27 0 171 Total 0 0 33 0 0 0 0 83 0 28 27 0 171 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS60 , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • Illa 11111111 1111111 ® 11111 - -® MO _ MI I IIIIII • a MN a MB IS a =I ail MI a an Ma a- e a alle I n 11111. la - MI 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 5 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 5 -2 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingwTDModLandUse. tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekend Type • In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Cut Total In Out Total Volume *11 SR 267 6 I -80 WB Off /On Ramp Base 1190 1240 2430 500 780 1280 0 830 830 1160 0 1160 5700 111 SR 89 6 Rainbow Dr. Added 213 124 337 276 253 529 0 152 152 40 0 40 1058 Base 485 545 1030 435 305 740 0 0 0 145 215 360 2130 Total 1403 1364 2767 776 1033 1809 0 982 982 1200 0 1200 6758 Added 23 27 50 14 12 26 0 0 0 13 11 24 100 Total 508 572 1080 449 317 766 0 0 0 158 226 384 2230 012 SR 267 6 I -80 EB Off /0n Ramp Base 1665 1540 3205 1240 1190 2430 800 0 800 0 975 975 7410 *2 SR 89 & Prosser Dam Rd. Added 97 87 184 123 213 336 116 0 116 0 36 36 672 Base 675 755 1430 540 480 1020 190 140 330 100 130 230 3010 Total 1762 1627 3389 1363 1403 2766 916 0 916 0 1011 1011 8082 Added 270 235 505 27 23 50 84 114 198 206 215 421 1174 Total 945 990 1935 567 503 1070 274 254 528 306 345 651 4184 013 SR 267 6 Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 *3 Alder Dr. 6 Thayer Dr, Added 69 62 131 87 97 184 28 25 53 0 0 0 368 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 69 62 131 87 97 184 28 25 53 0 0 0 368 Added 0 0 0 78 109 187 9 8 17 114 84 198 402 Total 0 0 0 78 109 187 9 8 17 114 84 198 402 014 5R 267 6 Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 *4 Prosser Dam Rd. a Road A Added 50 45 95 63 69 132 7 7 14 12 11 23 264 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 45 95 63 69 132 7 7 14 12 11 23 264 Added 132 137 269 0 0 0 215 206 421 116 120 236 926 Total 132 137 269 0 0 0 215 206 421 116 120 236 926 815 SR 267 6 Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 05 Prosser Dam Rd. a Road 8 Added 38 34 72 45 50 95 12 11 23 0 0 0 190 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 38 34 72 45 50 95 12 11 23 0 0 0 190 Added 13 15 28 0 0 0 119 116 235 107 108 215 478 Total 13 15 28 0 0 0 119 116 235 107 108 215 478 *16 Donner Pass Rd. a Pioneer Trails Base 650 810 1460 705 450 1155 410 505 915 0 0 0 3530 *6 Prosser Dam Rd. a Road C Added 126 64 190 105 173 278 47 41 88 0 0 0 556 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 776 874 1650 810 623 1433 457 546 1003 0 0 0 4086 Added 45 41 86 10 11 21 108 107 215 66 70 136 458 Total 45 41 86 10 11 21 108 107 215 66 70 136 458 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 840 455 1295 810 655 1465 0 540 540 0 0 0 3300 07 Prosser Dam Rd. a Road D Added 126 55 181 64 126 190 0 9 9 0 0 0 380 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 966 510 1476 874 781 1655 0 549 549 0 0 0 3680 Added 0 0 0 8 9 17 71 65 136 57 62 119 272 Total 0 0 0 8 9 17 71 65 136 57 62 119 272 018 Donner Pass Rd. a I -80 EB Off Ramp Base 620 805 1425 455 840 1295 570 0 570 0 0 0 3290 *8 Prosser Dam Rd. a East Alder Creek Rd. Added 116 55 171 55 127 182 11 0 11 0 0 0 364 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 736 860 1596 510 967 1477 581 0 581 0 0 0 3654 Added 10 11 21 43 47 90 62 57 119 4 4 8 238 Total 10 11 21 43 47 90 62 57 119 4 4 8 238 *19 Donner Pass Rd. a Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 010 SR 89 & Donner Pass Rd. Added 33 28 61 0 0 0 83 27 110 55 116 171 342 Base 780 495 1275 760 675 1435 470 840 1310 0 0 0 4020 Total 33 28 61 0 0 0 83 27 110 55 116 171 342 Added 253 275 528 234 271 505 174 105 279 154 164 318 1630 PassBy 0 .0 0 0 0 0 0 0 0 23 23 46 46 Total 1033 770 1803 994 946 1940 644 945 1589 177 187 364 5696 Trafflx 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Trafflx 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekend Fri May 16, 2003 15:34:09 Page 5 -3 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 6 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures . ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingWT DModLanduse.tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base • Future Change 820 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 24 22 46 0 0 0 67 12 79 26 83 109 234 8 1 SR 89 6 Rainbow Dr. C 25.0 0.000 D 28.6 0.000 + 0.000 V/C Total 24 22 46 0 0 0 67 12 79 26 83 109 234 8 2 SR 89 6 Prosser Dam Rd. F 338.8 0.000 F OVRFL 0.000 + 0.000 V/C 821 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10 SR 89 6 Donner Pass Rd. F 606.5 0.000 F OVRFL 0.000 + 0.000 V/C . Added 17 15 32 22 24 46 7 7 14 0 0 0 92 Total 17 15 32 22 24 46 7 7 14 0 0 0 92 8 11 SR 267 6 I -80 WB Off /On Ramp F 190.0 1.464 F 196.2 1.542 + 6.210 D/V 853 8 12 SR 267 6 I -80 EB Off /On Ramp D 45.6 1.005 F 90.9 1.188 +45.211 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 20 0 20 27 24 51 12 35 47 118 8 16 Donner Pass Rd. 6 Pioneer Trai F 213.9 0.000 F 579.3 0.000 + 0.000 V/C Total 0 0 0 20 0 20 27 24 51 12 35 47 118 8 17 Donner Pass Rd. 6 I -80 WB On R B 11.0 0.000 B 11.5 0.000 + 0.000 V/C 854 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 8 18 Donner Pass Rd. s I -80 EB Off F 55.5 0.000 F 114.0 0.000 + 0.000 V/C Added 29 0 29 31 29 60 0 0 0 0 31 31 120 Total 29 0 29 31 29 60 0 0 0 0 31 31 120 860 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 . Added 16 19 35 27 25 52 9 8 17 0 0 0 104 Total 16 19 35 27 25 52 9 8 17 0 0 0 104 868 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 8 9 17 0 0 0 18 16 34 8 9 17 68 Total 8 9 17 0 0 0 18 16 34 8 9 17 68 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO a a — ® _ — — ® — a a s — — — — i t al a■11 - 1111 - ! IS aaa - as 11111 11111 r - r 1111 11111 11111 a s • 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 7 -1 2023 Peak - Weekend Fri May 16, 2003 15:34:28 Page 8 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) •******•******************•****•*****•*********** * * * * * ** * * * ** ** **** ** ** ** * * * * *** ************************************************ * * * * * ** * * * * * * * * * * * * * * * * ** * * ** *** Intersection 61 SR 89 6 Rainbow Dr. Intersection 01 SR 89 6 Rainbow Dr. ************************************************* ** ***** * * ** * *** ** * * ** * * * ** ***** *****************•******************************* * * * * * * ***** ** * * * *** * * * * ** * *** ** Average Delay (sec /veh): 25.0 Worst Case Level of Service: C Average Delay (sec /veh): 28.6 Worst Case Level Of Service: D ******************************************««*** * * * * * * * * * ** * * * * * * * * ** ** ***** *** ************************************************ * * ** * ** * * * ******u* * * * * * * ** * * * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II 11 11 1 1 11 71 I1 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 I 11 11 11 1 - 1 11 11 11 I Volume Module: Volume Module: Base Vol: 0 290 195 20 415 130 15 Base Vol: 290 195 20 415 130 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.0D 1.0 1.00 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 0 290 195 20 415 130 15 Initial Bse: 290 195 20 415 130 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 12 11 0 14 13 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 0 305 205 21 437 137 16 Initial Fut: 302 206 20 429 143 15 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.00 1.0 1.00 Final Vol.: 0 305 205 21 437 137 16 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.95 0.9 0.95 1 11 11 11 I PHF Volume: 318 217 21 452 151 16 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 Final Vol.: 318 217 ,21 452 151 16 • FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 Critical Gap Mod le) I 11 II 11 1 Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxx xxx xxxx 6.4 xxx 6.2 Capacity Module: FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxx xxx xxxx 3.5 xxx 3.3 Cnflict Vol: xxxx xxxx xxxxx 511 xxxx xxxxx xxxx xxxx xxxxx 887 xxxx 408 1 11 11 11 I Potent Cap.: xxxx xxxx xxxxx 1065 xxxx xxxxx xxxx xxxx xxxxx 317 xxxx 648 Capacity Module: Move cap.: xxxx xxxx xxxxx 1065 xxxx xxxxx xxxx xxxx xxxxx 312 xxxx 648 Cnflict Vol: xxxx xxxx xxxxx 535 xxxx xxxxx xxxx xxxx xxxxx 920 xxxx 426 I 11 11 II I Potent Cap.: xxxx xxxx xxxxx 1043 xxxx xxxxx xxxx xxxx xxxxx 303 xxxx 632 Level Of Service Module: Move Cap.: xxxx xxxx xxxxx 1043 xxxx xxxxx xxxx xxxx xxxxx 299 xxxx . 632 Stopped Del:xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 - 11 11 11 I LOS by Move: * • * A * * * • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 330 xxxxx LOS by Move: • * A ' * * Shrd StpDel:xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 25.0 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * A * • * * * * C . * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 314 xxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 25.0 Shrd StpDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 28.6 xxxxx ApproachL05: * * * C Shared LOS: * * * A * * • * * * D ApproachDel: xxxxxx xxxxxx xxxxxx 28.6 . ApproachLOS: • * * 7 D • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed t� LS6C , Denver, CO I Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 9 -1 2023 pM Peak - Weekend Fri May 16, 2003 15:34:28 Page 10 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 RCM Unsignalized Method (Future Volume Alternative) + **x + **** + **. **** *+ + ********* ** ***************************** *********************************♦************** *** *xxx*x*xxxx * ******* ******* ** + r *** x * xxxxx *x*** ** * Intersection 02 SR 89 a Prosser Dam Rd. Intersection 02 SR 89 S Prosser Dam Rd. ****************************** r********* ***x**** «u***** **** ******r* : **♦ : : ux*********************** ********************************* ** *** *** + x + ++ *x*+x** +xxx + r Average Delay (sec /veh): 338.8 Worst Case Level Of Service: F Average Delay (sec /veh): 7478.3 Worst Case Level Of Service: xxxx* * F ***** * * *x x xxx** *** + x r x ** **x * +« x*** * xxxx*** + *x * *. *+ * *. * * *w*** * « ** *** ** * *. . * * * ** *** ****r*. * « r*** *. * * **. *x. *r r****** *+ *** ** *+ * * ** * * ** * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L- T- R L - T- R L- T- R Movement: L- T ,- R L- T- R L- T- R L- T- R 1 II II II I I 11 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: - Include Include Include Include Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 11 0 0 0 0 1! 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 1 II 11 11 I I II II II I Volume Module: Volume Module: Base Vol: 120 445 110 10 520 10 25 10 155 80 10 10 Base Vol: 120 445 110 10 520 10 25 10 155 80 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 445 110 10 520 10 25 10 155 80 10 10 Initial Bse: 120 445 110 10 520 10 25 10 155 80 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 89 3 178 18 4 5 3 19 62 169 20 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 126 468 116 11 547 11 26 11 163 84 11 11 Initial Fut: 209 448 288 28 524 15 28 29 217 249 30 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 126 468 116 11 547 11 26 11 163 84 11 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 11 11 11 1 PHF Volume: 220 472 303 29 552 16 29 31 228 262 32 28 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Final Vol.: 220 472 303 29 552 16 29 31 228 262 32 28 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Critical Gap Module: I II II 11 1 Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 558 xxxx xxxxx 584 xxxx xxxxx 1363 1411 553 1439 1358 526 1 11 . 11 II 1 Potent Cap.: 1023 xxxx xxxxx 1000 xxxx xxxxx 126 140 537 112 150 556 Capacity Module: Move Cap.: 1023 xxxx xxxxx 1000 xxxx xxxxx 104 120 537 65 129 556 Cnflict Vol: 567 xxxx xxxxx 775 xxxx xxxxx 1712 1833 559 1811 1689 623 1 11 11 I1 1 Potent Cap.: 1015 xxxx xxxxx 850 xxxx xxxxx 72 77 532 61 94 490 Level Of Service Module: Move Cap.: 1015 xxxx xxxxx 850 xxxx xxxxx 35 56 532 16 69 490 Stopped Del: 8.5 xxxx xxxxx 8.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I 11 11 11 I Los by Move: A • * A * * * * * * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 8.5 xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 310 xxxxx xxxx 75 xxxxx LOS by Move: A * * A * * * * • * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 35.6 xxxxx xxxxx 339 xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * * * * E * * F * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 159 xxxxx xxxx 19 xxxxx ApproachDel: xxxxxx xxxxxx 35.6 338.8 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 440 xxxxx xxxxx 7478 xxxxx ApproachLOS: * * E F Shared LOS: * * * * * * * F * F * Approachbel: xxxxxx xxxxxx 440.1 7478.3 ApproachLOS: * * F F • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO a® a w® r IS MB NM INr • w MI MINI I= I I= MI 1 1 x- 1 1 1 1 ® 1 x 1_ 1 1 1 1 1 1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 11 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 12 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************************* * * * * * * * * * * * * * * * * *** * * * ** **** * ** ************************************************* * ** * * * * * * ** * * * * * * * **** * * * * * * * ** Intersection 010 SR 89 6 Donner Pass Rd. Intersection 010 SR 89 S Donner Pass Rd. ************************* * ** ** * * * * * * * * * * * ** **** *** ** **** ************************************************* * * * ** * ** * * * * * ***** *** * ** * * ** * ** Average Delay (sec /veh): 606.5 Worst Case Level Of Service: F Average Delay (sec /veh): OVERFLOW Worst Case Level Of Service: F ************************************************* **** ** ** **** * *** * ** ** *** * **** ** ************************************************* * * * ** * *** ** * * * * * * *** * * * ** * ** * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I 11 1 1 11 11 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 11 0 0 Lanes: 1 0 0 1 0 0 1 0 0 1 0 1 0 1 0 0 0 1! 0 0 I 11 11 I I 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 365 415 0 0 285 475 260 210 0 Base Vol: 365 415 0 285 475 260 0 210 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Else: 365 415 0 0 285 475 260 210 0 Initial Bse: 365 415 0 285 475 260 0 210 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 Added Vol: 0 153 100 166 64 114 60 0 109 41 4 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.95 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 384 437 0 0 300 500 274 221 0 Initial Fut: 365 554 114 1 442 539 374 60 210 118 41 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol,: 384 437 0 0 300 500 274 221 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 I 11 i 11 II I PHF Volume: 384 583 120 1 465 567 394 63 221 124 43 19 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 384 583 120 1 465 567 394 63 221 124 43 19 FollawUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II II 1 Critical Gp: 4.1 xxxx xxxxx 4. xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 Capacity Module: FollowUpTim: 2.2 xxxx xxxxx 2. xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 Cnflict Vol: 800 xxxx xxxxx xxxx xxxx xxxxx 1505 xxxx 300 xxxx xxxx xxxxx 1 II II II 1 Potent Cap.: 832 xxxx xxxxx xxxx xxxx xxxxx 135 xxxx 744 xxxx xxxx xxxxx Capacity Module: Move Cap.: 832 xxxx xxxxx xxxx xxxx xxxxx 86 xxxx 744 xxxx xxxx xxxxx Cnflict Vol: 1033 xxxx xxxxx 703 xxxx xxxxx 1935 1964 465 2330 2472 643 I 11 II 11 I Potent Cap.: 681 xxxx xxxxx 904 xxxx xxxxx 50 64 601 26 30 477 Level Of Service Module: Move Cap.: 681 xxxx xxxxx 904 xxxx xxxxx 0 27 601 0 13 477 Stopped Del: 13.0 xxxx xxxxx xxxxx xxxx xxxxx 1087 xxxx 11.9 xxxxx xxxx xxxxx I 11 11 11 LOS by Move: B * * • * * F • 5 * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 16.9 xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: C * * A * * * * * • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTA - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * * * * • * * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx 106 xxxx 0 xxxxx ApproachDel: xxxxxx xxxxxx 606.5 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx 843.3 xxxxx xxxx xxxxx ApproachLos: * * F * Shared LOS: * * * A * * • * F * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * F F over& ov 3 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 13 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 14 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingwTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ************************************************* * * * * * * * * * **** * * * * ** * *L* * * ** * *** **************************************:********** * * * * * * * * * * * *** * * * * * * * * * * * **** ** Intersection X11 SR 267 6 I -80 WB Off /On Ramp Intersection #11 SR 267 6 I -80 WB Off /On Ramp ************************************************** * * * **** *** ** * * * * * *** * * * ** * **** ********************************************** * * ** * * * * * * * * * * *** * * * * * *** * * ** Cycle (sec): 100 Critical Vol. /Cap. (X): 1.464 Cycle (sec): 100 Critical Vol. /Cap. (X): 1.542 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 190.0 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 196.2 *** i Cy * *• .* **** .. * *. * * * * * * * * * ** Level Level *v* Of * Service: Service: * * * * * * * * * * * * * * * * * * * F * * * ** ti* Optimal ** Cyci e * * * * * **** * * * * * * * * * * * * * * ** Level Level **** Service: Service: * * * * * * * * * * * * * * * * * ** * * * ** **a le: 180 180 Of F Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 1 0 I I I I I I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 815 375 485 15 755 405 Base Vol: 815 375 485 15 755 405 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Initial Bse: 815 375 485 15 755 405 Initial Bse: 815 375 485 15 755 405 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Added Vol: 0 213 124 152 0 40 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 • 0.9 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 PHF Volume: 858 395 511 16 795 426 Initial Fut: 815 588 609 167 755 445 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduced Vol: 858 395 511 16 795 426 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 PHF Volume: 858 619 641 176 795 468 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Reduct Vol: 0 0 ' 0 0 0 0 Final Vol.: 858 395 511 16 795 426 Reduced Vol: 858 619 641 176 795 468 I 11 II II 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 858 619 641 176 795 468 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 1 II II II I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Saturation Flow Module: Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 II I Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.77 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Vol /Sat: 0.48 0.21 0.00 0.00 0.27 0.01 0.00 0.00 0.00 0.54 0.00 0.26 Final Sat.: 1805 1900 0 0 1900 1615 0 0 0 1461 0 1615 Crit Moves: *• ** ***• ** 1 II 11 II I Green /Cycle: 0.32 0.51 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.37 0.00 0.37 Capacity Analysis Module: Volume /Cap: 1.46 0.41 0.00 0.00 1.46 0.05 0.00 0.00 0.00 1.46 0.00 0.71 Vol /Sat: 0.48 0.33 0.00 0.00 0.34 0.11 0.00 0.00 0.00 0.54 0.00 0.29 Delay /Veh: 251.9 15.5 0.0 0.0 265 33.7 0.0 0.0 0.0 250.2 0.0 30.8 Crit Moves: * * ** **** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.31 0.53 0.00 0.00 0.22 0.22 0.00 0.00 0.00 0.35 0.00 0.35 AdjDel /Veh: 251.9 15.5 0.0 0.0 265 33.7 0.0 0.0 0.0 250.2 0.0 30.8 Volume /Cap: 1.54 0.62 0.00 0.00 1.54 0.50 0.00 0.00 0.00 1.54 0.00 0.82 DesignQueue: 37 11 0 0 25 1 0 0 0 31 0 16 Delay /Veh: 287.3 17.8 0.0 0.0 295 35.4 0.0 0.0 0.0 285.7 0.0 38.8 ***************************************«v«v**** * * * * * * * * *** * * * ** * * * * * * * * * * ** * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 287.3 17.8 0.0 0.0 295 35.4 0.0 0.0 0.0 285.7 0.0 38.8 DesignQueue: 37 18 0 0 31 8 0 0 0 32 0 18 ***********««********************************** * * * * * * * **** * *** * *** * * * * * * ** * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • • _ an as - - - - - - - - - - - - • - - 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 15 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 16 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method ( Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) «••• « «•.•. « :, • « * * * ... . . . . . . . * * * * * ......... « * ** « • . «........ « « « . « . • • « « « : . • « « «•• « «•,• « .... « ... . ....u. *...... ** * **. • . ` ....... .... ••• «... « «••.•• • Intersection 1112 SR 267 6 1 -80 EB Off /On Ramp Intersection 812 SR 267 6 1 -80 EB Off /On Ramp .............«..............«*.....*****........ ..«.... * ** * **.....«............ .......« a......*****......*****.................. * ****................. *****... Cycle (sec): 175 Critical Vol. /Cap. (X): 1.005 Cycle (sec): 175 Critical Vol. /Cap. (X): 1.188 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 45.6 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 90.9 Optimal Cycle: 180 Level Of Service: D Optimal Cycle: 180 Level Of Service: F ..*****........«************....«........«««.***** * .............««............. ******............«..................«....... .. « :.... «.... «...... «....«... «a Approach: North Bound South Bound East Sound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R 0 - T- R L - T- R L- T- R I II 1I 11 1 I II II 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 I 11 11 II I I 11 11 11 I Volume Module: Volume Module: Base Vol: 1165 500 475 765 25 77 Base Vol: 1165 500 475 765 25 77 Growth Adj: 1.0 1.00 1.00 ;1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1165 500 475 765 25 77 Initial Bse: 1165 500 475 765 25 77 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 97 0 36 87 116 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 1226 526 500 805 26 Initial Fut: 1262 500 511 852 141 77 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1226 526 500 805 26 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1328 526 538 897 148 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1226 526 500 805 26 Reduced Vol: 1328 526 538 897 148 I 11 11 11 1 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: mLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1328 526 538 897 148 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 II 11 11 I Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 1615 1805 1900 0 1900 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 I Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.65 0.33 0.28 0.42 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 1900 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: ^• *••• 1' I1 11 I1 1 Green /Cycle: 0.00 0.64 0.64 0.28 0.92 0.00 0..01 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 1.00 0.51 1.00 0.46 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.70 0.33 0.30 0.47 0.00 0.11 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 58.3 17.0 104.9 1.2 0.0 264.8 0.0 0.0 0.0 0.0 0.0 Crit Moves: ••• •• «« User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.59 0.59 0.25 0.84 0.00 0.09 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 58.3 17.0 104.9 1.2 0.0 264.8 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 1.19 0.55 1.19 0.56 0.00 1.19 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 51 20 38 7 0 3 0 0 0 0 0 Delay /Veh: 0.0 130 22.7 170.2 4.7 0.0 219.1 0.0 0.0 0.0 0.0 0.0 ..._....•........««« .............«..........«.... ................a.............. User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 130 22.7 170.2 4.7 0.0 219.1 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 65 23 42 16 0 13 0 0 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO MI I• UM - - - MB _ On S M - Ili _ i - Mt - ME - 11111 MI I 1 1 1 e 11111 1• 1 s i 1! 1 s I • 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 17 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 18 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUSe .tfx) ( R1- 2023GraysCrossingWTDModLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 Method Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) * « « « «+« * * ***** * * ** * * * *: ****•*. *****a « ** *** •*** *** « ****a* * **aa * «.* «. «**• *• «« •• * * «* ***••*•••***• * * *x •••• *a * *** * * * *••a *aaaaa. . ** ••••••• *. . * « +.... :.... Intersection #16 « Donner *** **Pass Rd. 6 Pioneer **Trails « * * * * * * * ** ** * * * * * * * * * * * *•* « Intersection * 016 Donner ** * Pass « Rd. 6 * * * Pioneer Trails ** ** * ** * **. ** * * * ** Average * Delay * ** (sec /veh): 213. ^ • *• + * ** 9Worst Case Level Of Service: «* * « F 'Average « Delay « ( sec /veh): « * 579.3 * * * « * « «* « Worst Case « Level Of Service: « «. «a9 * ** Approach : North Bound * * * * ** South * Bound * **... * East Bound * * * * ** * West * Bound * Approach: + North * Bound * ** South Bound * ** ** * East Bound ** .. * West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L T A 1 11 II 11 1 1 11 11 11 _. I Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Control: Uncontrolled Uncontrolled Stop Sign Yield Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 345 305 0 545 160 145 265 0 Base Vol: 345 305 545 160 145 265 . - Growth Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 345 305 0 545 160 145 265 0 Initial Bse: 345 305 545 160 145 265 User Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.0 Added Vol: 0 126 64 41 47 0 PHF Adj: 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.95 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 363 321 0 574 168 153 279 0 Initial Fut: 345 431 609 201 192 265 Reduct Vol: 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 363'•321 0 574 168 153 279 0 PH£ Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 1 11 I1 11 1 PHF Volume: 363 454 641 212 202 279 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 363 454 641 212 202 279 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I 11 11 11 1 Critical Gp: 4.1 xxxx xxxxx xxxx xxxx xxxxx 6.4 xxx 6.2 xxxx xxx xxxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxxx xxxx xxxx xxxxx 3.5 xxxx 3.3 xxxx xxx xxxxx • Cnflict Vol: 742 xxxx xxxxx xxxx xxxx xxxxx 1621 xxxx 574 xxxx xxxx xxxxx I 11 11 II I Potent Cap.: 874 xxxx xxxxx xxxx xxxx xxxxx 115 xxxx 522 xxxx xxxx xxxxx Capacity Module: Move Cap.: 874 xxxx xxxxx xxxx xxxx xxxxx 77 xxxx 522 xxxx xxxx xxxxx Cnflict Vol: 853 xxxx xxxxx xxxx xxxx xxxxx 1821 xxxx 641 xxxx xxxx xxxxx 1 II II. 11 I Potent Cap.: 795 xxxx xxxxx xxxx xxxx xxxxx 86 xxxx 478 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 795 xxxx xxxxx xxxx xxxx xxxxx 55 xxxx 470 xxxx xxxx xxxxx Stopped Del: 12.0 xxxx xxxxx xxxxx xxxx xxxxx 569.2 xxxx 19.5 xxxxx xxxx xxxxx 1 11 11 11 I LOS by Move: B * * * * * F * C * * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTA - RT LT - LTR - RT Stopped Del: 13.3 xxxx xxxxx xxxxx xxxx xxxxx 1348 xxxx 22.5 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B * * * * F * C * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTA - RT LT - LTR - AT LT - LTR - RT Shared LOS: ' * * * ' * * * 4: *- Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 213.9 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F * Shared LOS: * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 579.3 xxxxxx ApproachLOS: * * F * 131,6 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • ■ • • 2023 PM Peak - weekend Fri May 16, 2003 15:34:28 Page 19 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 20 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingWTOModLandUse. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************************** * * * * ** *** * ** * ****** * ** * * ** * * ** ************************************************* * * * ******* * * * * * ** * * * ** * * * * ** * ** Intersection 617 Donner Pass Rd. 6 I -80 WB On Ramp Intersection 017 Donner Pass Rd. s I -80 W9 On Ramp ************************************************ ** ***** «u * ** ******* ***** * *** ** ******************** ************************** ** * * **** * ***r********* * ** * *** ** *** Average Delay (sec /veh): 11.0 worst Case Level Of Service: B Average Delay (sec /veh): 11.5 Worst Case Level Of Service: B *********************************************•*** * * * ** *** * * * * * * * *** * *• *** * * * ** ** ************************************************** * * *• *** *•* * * * * * * * * * ** * ***** * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - 1' - R L - T- R L - T- R L- T- R I II II II I 1 II II 11 I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 I I I I I I I I I I I I I I I I Volume Module: Volume Module: Base Vol: 185 655 455 355 0 0 Base Vol: 185 655 455 355 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Initial Bse: 185 655 455 355 0 0 Initial Bse: 185 655 455 355 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.0 Added Vol: 0 126 55 9 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.9 0.95 0.9 PasserByVol: 0 0 0 0 PHF Volume: 195 689 479 374 0 0 Initial Fut: 185 781 510 364 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1,00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 Final Vol.: 195 689 479 374 ' 0 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.9 0.9 0.9 I II II II I PHF Volume: 195 822 537 383 Critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 195 822 537 383 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 4.1 xxxx xxxx xxxx xxxx xxxxx xxxx xxx xxxx xxxxx xxx xxxx Capacity Module: FollowUpTim: 2.2 xxxx xxxx xxxx xxxx xxxxx xxxxx xxx xxxx xxxxx xxx xxxx Cnflict Vol: 853 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 795 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 795 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 920 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 750 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 750 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 11.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: B * * * • * * • * • * * Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 11.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: 8 * • * * * • • * • * • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * • * * * * • * * * * * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx• xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachL0S: * * * * Shared LOS: * • * * * * • * * • • • ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * 12 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • M O MI M OM P MD • I_ Mw r Mo =. - M OM WM V as as • _ r s Ms MI Ms s •s MI s ■s 111111 a sS MI 2023 PM Peak - Weekend Fri May 16, 2003 15:34:28 Page 21 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:34:29 Page 22 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUSe. tfx) ( R1- 2023GraysCrossingwTDModLandUSe. tfx) Level Of Service Computation Report Level Of Service Computation Report 4.4************* 2000 HCM Unsignalized Method (Base HCM Unsignalized Method * * * *** * * *x Unsignalized * * *** * ***** *. * * * ** ** * * * * * * * * * * *' * ** * ** * * ** ******* . * * *. *** *** ****** * * ***** * ****** * ** *erne****+ ^ * * * * * * * * * * ** Intersection * @18 Donner Pass Rd. 9 1-80 Off Intersection 818 Donner Pass Rd. 6 I: * * * *** ** *** **** * ****** 80 EB Off Ramp Average *Delay * (sec /veh): * * 55.5 * * ** * ** * 55.5 **** * Worst Case Level Of Service * * * * * * * * * * * * * * * ** F Average Delay (sec /veh): ** * 1140Worst Case Level Of Service: * * * * F * *. * * * * * * * * * * * * * * * * ** ** ** * **** ** *** * * **** ** * * ** ** * * * ** . ........ * *. ****. * ***. . . * ** * ** * *u* ** ** *. .................. * Approach: * * * North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound * * West * Bound Movement: L - T- R L - T- R L - T- R L - T - R Movement: L - T- R L - T- R L - T- R L T R I II II II I I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I II II II I I. II II II I Volume Module: Volume Module: Base Vol: 620 0 455 0 220 350 0 Base Vol: 620 455 220 350 Growth Adj: 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 620 0 455 0 220 350 0 Initial Bse: 620 455 220 350 User Adj: 1.0 1.00 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.0 Added Vol: 116 55 11 0 PHF Adj: 0.9 0.95 0.95 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.95 0.9 PasserByVol: 0 0 0 0 , PHF Volume: 653 0 , 479 0 232 368 0 Initial Fut: 736 510 231 350 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Final Vol.: 653 0 479 0 232 368 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 D.9 0.95 0.9 0.95 0.9 0.9 0.9 I II II II I PHF Volume: 775 537 243 368 critical Gap Module: Reduct Vol: 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Final Vol.: 775 537 243 368 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx Critical Gap Module: I II II IF I Critical Gp:xxxxx xxxx xxxx xxxx .xxxx xxxx 6.4 xxx 6.2 xxxx xxx xxxx Capacity Module: FollowUpTim:xxxxx xxxx xxxx xxxxx xxxx xxxx 3.5 xxx 3.3 xxxx xxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1132 xxxx 479 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 227 xxxx 591 xxxx xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 227 xxxx 591 xxxx xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1312 xxxx 537 xxxx xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 177 xxxx 548 xxxx xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 177 xxxx 548 xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 111.0 xxxx 20.7 xxxxx xxxx xxxxx I II II II I LOS by Move: * * * * * * F * C * Level Of Service Module: Movement: LT - LTR - AT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 250.3 xxxx 24.0 xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * * * * * * F • C * * * Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTA - RT Shared LOS: * * * * * * • * • * Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx xxxxxx 55.5 xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: * * F * Shared LOS: * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 114.0 xxxxxx ApproachLOS: * * 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • Daily Traffic - Weekday Fri May 16, 2003 15:35:46 Page 1 -1 Daily Traffic - Weekday Fri May 16, 2003 15:35:46 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse .tfx) ( R1- 2023GraysCrossingWTDModLanduse .tfx) • Scenario Report Trip Generation Report scenario: Daily Traffic - Weekday Forecast for Daily - Weekday Command: Default Command Volume: Daily Traffic - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 8 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: Daily Traffic - Weekday °--- - - - -- Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 3.25 3.24 650 648 1298 13.7 Routes: Default Routes Zone 1 Subtotal 650 648 1298 13.7 Configuration: Default Configuration 2 Planning Axe 137.00 Single Family 3.25 3.24 445 444 889 9.4 • Zone 2 Subtotal 445 444 889 9.4 3 Planning Are 58.00 Single Famile 3.25 3.24 189 188 377 4.0 Zone 3 Subtotal 189 188 377 4.0 4 Planning Are 32.00 Single Family 3.25 3.24 104 104 208 2.2 Zone 4 Subtotal 104 104 208 2.2 5 Planning Are 18.00 Golf Course 9.83 9.83 177 177 354 3.7 5 Planning Are 5.00 Fitness Center 10.65 10.65 53 53 106 1.1 Zane 5 Subtotal 230 230 460 4.9 6 Planning Are 42.00 Single Family 3.25 3.24 137 136 273 2.9 Zone 6 Subtotal - 137 136 273 2.9 7 Planning Are 29.00 single Family 3.25 3.24 94 94 188 2.0 Zone 7 Subtotal 94 94 188 2.0 8 Planning Are 135.00 Apartment /Loft 3.32 3.31 448 447 895 9.4 8 Planning Are 120.00 Lodge 1.73 1.72 208 206 414 4.4 Zone 8 Subtotal 656 653 1309 13.8 9 Planning Are 120.00 Multi - Family 2.62 2.62 314 314 628 6.6 Zone 9 Subtotal 314 314 628 6.6 10 Church 17.50 Church 4.10 4.10 72 72 144 1.5 Zone 10 Subtotal 72 72 144 1.5 11 Planning Are 34.80 Specialty Reta 17.49 17.49 609 609 1218 12.9 11 Planning Are 4.10 Office 4.74 4.73 19 19 38 0.4 11 Planning Are 16.00 Gas Station 70.00 69.99 1120 1120 2240 23.6 11 Planning Are 15.00 Church 4.10 4.10 61 61 122 1.3 11 Planning Are 7.20 Community Cent 5.72 5.72 41 41 82 0.9 Zone 11 Subtotal 1850 1850 3700 39.1 TOTAL 4741 4733 9474 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO i ! M a • r' Ms MI i r•- a- NMI i A 1- 1 1 x! 111111' SF 1 MI Mw NS • SIB r S a Daily Traffic - Weekday Fri May 16, 2003 15:35:46 Page 3 -1 Daily Traffic - Weekday Fri May 16, 2003 15:35:46 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossing0TDModLandUse .tfx) ( R1- 2023GraysCrossingWTDMOdLandUse. tfx) Trip Distribution Report Link Volume Report Daily - Weekday Percent Of Trips Base Volume NB Link SB Link EB Link MB Link Total To Gates Type In Out Total In Out Total In Out Total In Out Total Volume 1 2 3 4 5 6 7 8 9 10 11 Zone Ill SR 89 6 Rainbow Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 253 253 506 129 129 258 0 0 0 124 124 248 1012 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 253 253 506 129 129 258 0 0 0 124 124 248 1012 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 k2 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 2387 2383 4770 254 253 507 796 797 1593 2152 2156 4308 11178 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 2387 2383 4770 254 253 507 796 797 1593 2152 2156 4308 11178 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 113 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.D 1.0 2.0 7.0 Added 0 0 0 725 727 1452 85 85 170 798 796 1594 3216 Total 0 0 0 725 727 1452 85 85 170 798 796 1594 3216 To Gates 12 13 14 15 16 17 18 19 20 21 22 k4 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1321 1322 2643 0 0 0 2155 2152 4307 1193 1195 2388 9338 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 1321 1322 2643 0 0 0 2155 2152 4307 1193 1195 2388 9338 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 *5 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 136 137 273 0 0 0 1195 1192 2387 1094 1096 2190 4850 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 136 137 273 0 0 0 1195 1192 2387 1094 1096 2190 4850 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 116 Prosser Dam Rd. s Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 473 472 945 103 105 208 1095 1095 2190 661 660 1321 4664 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 473 472 945 103 105 208 1095 1095 2190 661 660 1321 4664 To Gates *7 Prosser Dam Rd. k Road D . 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 85 83 168 660 661 1321 578 579 1157 2646 Total 0 0 0 85 83 168 660 661 1321 578 579 1157 2646 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 *8 Prosser Dam Rd. & East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base • 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 104 104 208 442 443 885 580 579 1159 43 43 86 2338 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 104 104 208 442 443 885 580 579 1159 43 43 86 2338 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 • *10 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 2351 2811 5162 2383 2388 4771 1571 1104 2675 1616 1618 3234 15842 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 2351 2811 5162 2383 2388 4771 1571 1104 2675 1616 1618 3234 15842 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to Ls6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • Daily Traffic - Weekday Fri May 16, 2003 15:35:46 • Page 4 -2 Daily Traffic - Weekday Fri May 16, 2003 15:35:46 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTOModLandUSe. tfx) ( R1- 2023GraysCrossing8TDMOdLandUse .tfx) Volume NB Link SB Link EB Link WB Link Total Volume NB Link SR Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume Type In Out Total In Out Total In Out Total In Out Total Volume 011 SR 267 6 I -80 WE Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1985 1246 3231 2811 2351 5162 0 1565 1565 366 0 366 10324 Added 217 217 434 0 0 0 592 118 710 259 733 992 2136 Total 1985 1246 3231 2811 2351 5162 0 1565 1565 366 0 366 10324 Total 217 217 434 0 0 0 592 118 710 259 733 992 2136 012 5R 267 6 I -80 EB Off /On Ramp 021 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 883 881 1764 1246 1985 3231 1102 0 1102 0 365 365 6462 Added 152 151 303 216 218 434 66 65 131 0 0 0 868 Total 883 881 1764 1246 1985 3231 1102 0 1102 0 365 365 6462 Total 152 151 303 216 218 434 66 65 131 0 0 0 868 013 SR 267 6 Brockway 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 625 624 1249 801 883 1764 258 257 515 0 0 0 3528 Added 0 0 0 194 0 194 236 236 472 118 312 430 1096 Total 625 624 1249 881 883 1764 258 257 515 0 0 0 3528 Total 0 0 0 194 0 194 236 236 472 118 312 430 1096 014 SR 267 6 Schaffer Mill Rd. 054 Base 1780 1765 3545 2135 3300 5435 1330 905 2235 1305 580 1885 13100 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 452 451 903 624 626 1250 66 65 131 108 108 216 2500 Added 279 0 279 279 279 558 0 0 0 0 279 279 1116 Total 2232 2216 4448 2759 3926 6685 1396 970 2366 1413 688 2101 15600 Total 279 0 279 279 279 558 0 0 0 0 279 279 1116 015 SR 267 6 Northstar Dr. 060 - Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 345 344 689 451 452 903 107 107 214 0 0 0 1606 Added 183 183 366 269 270 539 87 86 173 0 0 0 1078 Total 345 344 689 451 452 903 107 107 214 0 0 0 1806 Total 183 183 366 269 270 539 87 86 173 0 0 0 1078 016 Donner Pass Rd. 6 Pioneer Trails 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1127 661 1788 1104 1570 2674 443 443 886 0 0 0 5348 Added 86 87 173 0 0 0 174 172 346 86 87 173 692 Total 1127 661 1788 1104 1570 2674 443 443 886 0 0 0 5348 Total 86 87 173 0 0 0 174 172 346 86 87 173 692 017 Donner Paas Rd. 6 I -80 WB On Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1127 581 1708 661 1127 1788 0 80 80 0 0 0 3576 Total 1127 581 1708 661 1127 1788 0 80 80 0 0 0 3576 018 Donner Pass Rd. 6 I -80 EB Off Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1055 581 1636 581 1127 1708 72 0 72 0 0 0 3416 Total 1055 581 1636 581 1127 1708 72 0 72 0 0 0 3416 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 322 322 644 0 0 0 733 259 992 581 1055 1636 3272 Total 322 322 644 0 0 0 733 259 992 501 1055 1636 3272 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1.1 a Illni IINI 1 at r gas a an allianill ,a a li al a■. .- IS air N_ IS _ _ _ _ _ _ _ _ _ _ '_ _s _ M. ._ Daily Traffic - Weekend Fri May 16, 2003 15:36:34 Page 1 -1 Daily Traffic - Weekend Fri May 16, 2003 15:36:34 Page 2 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLanduse. tfx) ( R1- 2023GraysCrossingWTDModLandUse. tfx) Scenario Report Trip Generation Report Scenario: Daily Traffic - Weekend Forecast for Daily - Weekend Command: Default Command Volume: Daily Traffic - Weekend Zone - Rate Rate Trips Trips Total % Of Geometry: Default Geometry % Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: Daily Traffic - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 3.33 3.32 666 664 1330 12.6 Routes: Default Routes Zone 1 Subtotal 666 664 1330 12.6 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 3.33 3.32 456 455 911 8.6 Zone 2 Subtotal 456 455 911 8.6 3 Planning Are 58.00 Single Famile 3.33 3.32 193 193 386 3.7 Zone 3 Subtotal 193 193 386 3.7 4 Planning Are 32.00 Single Family 3.33 3.32 107 106 213 2.0 Zone 4 Subtotal 107 106 213 2.0 5 Planning Are 18.00 Golf Course 9.89 9.88 178 178 356 3.4 5 planning Are 5.00 Fitness Center 9.14 9.13 46 46 92 0.9 Zone 5 Subtotal 224 224 448 4.2 6 Planning Are 42.00 Single Family 3.33 3.32 140 139 279 2.6 Zone 6 Subtotal 140 139 279 2.6 7 Planning Are 29.00 Single Family 3.33 3.32 97 96 193 1.8 Zane 7 Subtotal 97 96 193 1.8 8 Planning Are 135.00 Apartment /Loft 3.20 3.19 432 431 863 8.2 8 Planning Are 120.00 Lodge 5.76 5.75 691 690 1381 13.1 Zone 8 Subtotal 1123 1121 2244 21.3 9 Planning Are 120.00 Multi- Family 2.51 2.50 301 300 601 5.7 Zone 9 Subtotal 301 300 601 5.7 10 Church 17.50 Church 4.32 4.31 76 75 151 1.4 Zone 10 Subtotal 76 75 151 1.4 11 Planning Are 34.80 Specialty Reta 18.71 18.71 651 651 1302 12.3 11 Planning Are 4.10 Office 1.06 1.05 4 4 8 0.1 11 Planning Are 16.00 Gas Station 72.44 72.43 1159 1159 2318 22.0 11 Planning Are 15.00 Church 4.32 4.31 65 65 130 1.2 11 Planning Are 7.20 Community Cent 2.28 2.27 16 16 32 0.3 Zone 11 Subtotal 1895 1895 3790 35.9 TOTAL 5278 5268 10546 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Daily Traffic - Weekend Fri'May 16, 2003 15:36:34 Page 3 -1 Daily Traffic - Weekend Fri May 16, 2003 15:36:34 Page 4 -1 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2O23GraysCrossing4TDModLandUse .tfx) Trip Distribution Report Link Volume Report Daily - Weekend Percent Of Trips Base Volume NB Link SB Link EB Link WB Link Total To Gates Type In Out Total In Out Total In Out Total In Out Total Volume 1 2 3 4 5 6 7 8 9 10 11 - - Zone 01 SR 89 6 Rainbow Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 273 273 546 143 143 286 0 0 0 130 130 260 1092 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 273 273 546 143 143 286 0 0 0 130 130 260 1092 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 02 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 2584 2579 5163 273 273 546 821 823 1644 2359 2362 4721 12074 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 2589 2579 5163 273 273 546 821 823 1644 2359 2362 4721 12074 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 03 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 '0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 746 749 1495 91 91 182 824 821 1645 3322 Total 0 0 0 746 749 1495 91 91 182 824 821 1645 3322 To Gates 12 13 14 15 16 17 18 19 20 21 22 04 Prosser Dam Rd. 6 Road A Pon Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1564 1564 3128 0 0 0 2362 2360 4722 1254 1256 2510 10360 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 1564 1564 3128 0 0 0 2362 2360 4722 1254 1256 2510 10360 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. 6 Road B 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.6 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 139 140 279 0 0 0 1256 1254 2510 1153 1154 2307 5096 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total. 139 140 279 0 0 0 1401 1339 2740 1238 1299 2537 5556 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 06 Prosser Dam Rd. 6 Road C 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 514 514 1028 106 108 214 1154 1153 2307 681 680 1361 4910 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 514 514 1028 106 108 214 1154 1153 2307 681 680 1361 4910 To Gates 07 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 87 85 172 680 681 1361 596 597 1193 2726 Total 0 0 0 87 85 172 680 681 1361 596 597 1193 2726 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 08 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 106 107 213 453 454 907 598 596 1194 47 47 94 2408 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 106 107 213 453 454 907 598 596 1194 47 47 94 2408 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 010 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 2614 3147 5761 2579 2585 5164 1732 1191 2923 1845 1847 3692 17540 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 2614 3147 5761 2579 2585 5164 1732 1191 2923 1845 1847 3692 17540 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • MI illa la MII 11•1111 . OM MI NM' NM •III 111•11 NMI MI UM i MI lallt MN St 1•1111 r: UM r an M r SS 1, 1116 SS NS ar all s MIS NS s 111111 • Daily Traffic - Weekend Fri May 16, 2003 15:36:34 Page 4 -2 Daily Traffic - Weekend Fri May 16, 2003 15:36:34 Page 4 -3 Gray's Crossing Gray's Crossing without Mitigation Measures without Mitigation Measures ( R1- 2023GraysCrossingWTDModLandUse. tfx) ( R1- 2023GraysCrossingWTDModLandUse .tfx) Volume NB Link SB Link EB Link WB Link Total Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume Type In Out Total In Out Total In Out Total In Out Total Volume #11 SR 267 6 I -80 WB Off /On Ramp #20 Donner Pass Rd. 6 Bridge St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 2204 1399 3603 3146 2614 5760 0 1747 1747 410 0 410 11520 Added 248 247 495 0 0 0 686 139 825 300 848 1148 2468 -. Total 2204 1399 3603 3146 2614 5760 0 1747 1747 410 0 410 11520 Total 248 247 495 0 0 0 686 139 825 300 848 1148 2468 #12 5R 267 6 I -80 EB Off /On Ramp #21 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 992 990 1982 1399 2204 3603 1212 0 1212 0 409 409 7206 Added 173 173 346 247 247. 494 74 74 148 0 0 0 988 Total 992 990 1982 1399 2204 3603 1212 0 1212 0 409 409 7206 Total 173 173 346 247 247 494 74 74 148 0 0 0 988 #13 5R 267 a Brockway #53 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 704 702 1406 990 993 1983 289 288 577 0 0 0 3966 Added 0 0 0 225 0 225 278 278 556 139 364 503 1284 Total 704 702 1406 990 993 1983 289 288 577 0 0 0 3966 Total 0 0 0 225 0 225 278 278 556 139 364 503 1284 #14 SR 267 6 Schaffer Mill Rd. #54 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 509 508 1017 703 704 1407 74 74 148 121 121 242 2814 Added 321 0 321 322 321 643 0 0 0 0 322 322 1286 Total 509 508 1017 703 704 1407 74 74 148 121 121 242 2814 Total 321 0 321 322 321 643 0 0 0 0 322 322 1286 #15 5R 267 6 Northstar Dr. #60 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 385 384 769 507 509 1016 124 123 247 0 0 0 2032 Added 191 191 382 283 283 566 92 92 184 0 0 0 1132 Total 385 384 769 507 509 1016 124 123 247 0 0 0 2032 Total 191 191 382 283 283 566 92 92 184 0 0 0 1132 #16 Donner Pass Rd. 6 Pioneer Trails #68 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1253 714 1967 1192 1731 2923 478 478 956 0 0 0 5846 Added 92 92 184 0 0 0 184 184 368 92 92 184 736 Total 1253 714 1967 1192 1731 2923 478 478 956 0 0 0 5846 Total 92 92 184 0 0 0 184 184 368 92 92 184 736 #17 Donner Pass Rd. 6 I -80 WB On Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1253 631 1884 714 1253 1967 0 83 83 0 0 0 3934 Total 1253 631 1884 714 1253 1967 0 83 83 0 0 0 3934 018 Donner Pass Rd. a I -80 EB Off Ramp Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 1179 631 1810 631 1253 1884 74 0 74 0 0 0 3768 Total 1179 631 1810 631 1253 1884 74 0 74 0 0 0 3768 819 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 332 332 664 0 0 0 847 299 1146 631 1179 1810 3620 Total 332 332 664 0 0 0 847 299 1146 631 1179 1810 3620 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 1 1 Increased Development Alternative 2023 No Third Tahoe Donner Connector No Project and Plus Project Intersection LOS With Mitigation Measures Summer Weekday PM Peak Hour 1 1 1 1 1 1 . 1 1 1 r 1 1 1 1 1 1 r fl r' - 111111. .l f a; a A 111111' 11111 r a aw err' NM an 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 1 -1 2023 PM Peak.- Weekday Fri May 16, 2003 15:48:44 Page 2 -1 Gray's Crossing • Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUSewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdIandUSewithMitigaticn. tfx) Scenario Report Trip Generation Report Scenario: . 2023 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2023.PM Peak - Weekday Zone Rate Rate Trips Trips Total 8 Of Geometry: Default Geometry it Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee - Trip Generation: PM Peak - Weekday Trip Distribution:, Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.39 0.26 78 52 130 15.2 Routes: Default Routes Zone 1 Subtotal 78 52 130 15.2 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.39 0.26 53 36 89 10.4 Zone 2 Subtotal 53 36 89 10.4 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.4 Zone 3 Subtotal 23 15 38 4.4 4 Planning Are 32.00 Single Family 0.39 0.26 12 8 20 2.3 Zone 4 Subtotal 12 8 20 2.3 5 Planning Are 18.00 Golf Course 0.67 0.84 12 15 27 3.1 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.3 Zone 5 Subtotal 19 19 38 4.4 6 Planning Are 42.00 Single Family 0.39 0.26 16 11 27 3.1 Zone 6 Subtotal 16 11 27 3.1 . 7 Planning Are 29.00 Single Family 0.39 0.26 11 8 19 2.2 Zone 7 Subtotal 11 8 19 2.2 8 Planning Are 135.00 Apartment /Loft 0.42 0.20 57 27 84 9.8 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 5.9 Zone 8 Subtotal 79 56 135 15.7 9 Planning Are 120.00 Multi - Family 0.29 0.18 35 22 57 6.6 Zone 9 Subtotal 35 22 57 6.6 10 Church 17.50 Church 0.32 0.27 6 5 11 1.3 Zone 10 Subtotal 6 5 11 1.3 11 Planning Are 34.80 Specialty Reta 1.00 1.33 35 46 81 9.4 11 Planning Are 4.10 Office 0.23 1.12 1 5 6 0.7 . 11 Planning Are 16.00 Gas Station 6.02 6.02 96 96 192 22.4 11 Planning Are 15.00 Church 0.32 0.27 5 4 9 1.0 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.7 Zone 11 Subtotal 139 155 294 34.3 TOTAL 471 387 858 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 3 -1 2023 PM Peak - Weekday Fri May 16, 2003 15 :48:44 Page 4 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdLandUSewithMitigation. tfx) Trip Distribution Report Turning Movement Report No Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Gone kl SR 89 & Rainbow Dr. Base 0 470 245 0 210 0 0 0 0 120 0 0 1045 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 11 10 0 13 0 0 0 0 10 0 0 44 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 481 255 0 223 0 0 0 0 130 0 0 1089 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 *2 SR 89 & Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 200 705 125 5 455 10 10 10 200 75 10 0 1805 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 67 3 173 16 3 3 2 16 46 144 20 16 509 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 267 708 298 21 458 13 12 26 246 219 30 16 2314 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 *3 AIder Dr. & Thayer Dr, 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 115 0 115 0 0 0 0 50 0 210 70 0 560 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 57 0 1 1 7 0 0 6 84 156 Total 115 0 115 57 0 1 1 57 0 210 76 84 716 To Gates 12 13 14 15 16 17 18 19 20 21 22 R4 Prosser Dam Rd. & Road A Zone Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Added 96 0 17 0 0 0 0 110 95 18 84 0 420 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 96 0 17 0 0 0 0 255 95 18 169 0 650 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 *5 Prosser Dam Rd. & Road B 4.2 0.3 0.0 0.0 0.D 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 9 0 2 0 0 0 0 113 14 2 93 0 233 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 9 0 2 0 0 0 0 258 14 2 178 0 463 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 R6, Prosser Dam Rd. & Road C 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.D Added 39 2 7 0 1 7 11 70 33 5 49 0 224 1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 39 2 7 0 1 7 11 215 33 5 134 0 454 To Gates *7 Prosser Dam Rd. & Road D 23 24 25 26 27 28 29 • Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Zone Added 0 0 0 0 0 7 10 67 0 0 47 0 131 Total 0 0 0 0 0 7 10 212 0 0 132 0 361 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 *8 Prosser Dam Rd. & East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 5 0 55 65 80 0 0 30 10 245 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 8 0 0 0 0 35 52 3 12 0 4 0 114 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 8 0 0 5 0 90 117 83 12 0 34 10 359 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 *10 SR 89 & Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 425 515 0 0 220 410 515 0 160 0 0 0 2245 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 149 103 4 145 44 90 42 0 107 24 3 711 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Passey 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 425 650 117 13 356 454 605 42 160 116 24 17 2979 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO O `s NM. • ate' 'IM' MIS a (e a M) 'I1M1' r; -, M =II IIIIII • - IS JIM I I Mt .n, all. at , N , at 'I. St at INNI MS a Mss r 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 4 -2 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 4 -3 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #11 SR 267 6,I -80 WB Off /On Ramp #20 Donner Pass Rd. 6 Bridge St. Base 1060 345 0 0 370 10 0 0 0 595 0 455 2835 Base 145 245 645 10 120 25 35 470 155 605 475 10 2940 Added '0 216 0 0 102 150 0 0 0 0 0 37 505 Added 0 0 23 0 0 0 0 58 6 11 10 0 108 Total 1060 561 0 0 472 160 0 0 0 595 0 492 3340 Total 145 245 668 10 120 25 35 528 161 616 485 10 3048 #12 SR 267 6 I-80 EB Off /On Ramp #21 Bridge St. 6 West River St. Base 0 1405 640 340 625 0 0 0 695 0 0 0 3705 Base 655 795 30 55 575 210 190 20 570 25 20 45 3190 Added 0 90 0 30 72 0 125 0 0 0 0 0 317 Added 0 16 0 0 12 5 7 0 0 0 0 0 40 Total 0 1495 640 370 697 0 125 0 695 0 0 0 4022 Total 655 811 30 55 587 215 197 20 570 25 20 45 3230 413 SR 267 6 Brockway #53 Base 1330 1930 15 55 1145 180 80 5 990 10 5 35 5780 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 64 0 0 51 21 26 0 0 0 0 0 162 Added 0 0 0 6 0 10 0 27 0 0 10 0 53 Total 1330 1994 15 55 1196 201 106 5 990 10 5 35 5942 Total 0 0 0 6 0 10 0 27 0 0 10 0 53 #14 SR 267 & Schaffer Mill Rd. #54 Base 195 1455 130 335 1220 590 940 115 275 270 130 905 6550 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 9 37 5 7 0 0 0 0 11 115 Added 0 23 0 30 0 0 0 0 0 0 0 0 53 Total 195 1501 130 344 1257 585 947 115 275 270 130 916 6665 Total 0 23 0 30 0 0 0 0 0 0 0 . 0 53 #15 5R 267 s Northstar Dr. #60 Base 190 1320 30 5 1130 475 365 35 220 10 10 5 3795 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 28 9 12 0 0 0 0 0 84 , Added 0 30 0 0 30 0 0 0 0 0 0 0 60 Total 190 1355 30 5 1158 484 377 35 220 10 10 5 3879 Total 0 30 0 0 30 0 0 0 0 0 0 0 60 #16 Donner Pass Rd. 6 Pioneer Trails #68 Base 355 470 0 0 475 120 205 0 460 0 0 0 2085 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 114 0 0 54 14 18 0 0 0 0 0 200 Added 14 0 0 0 0 0 0 0 15 0 0 0 29 Total 355 584 0 0 529 134 223 0 460 0 0 0 2285 Total 14 0 0 0 0 0 0 0 15 0 0 0 29 #17 Donner Pass Rd. s I -80 WB On Ramp Base 260 825 0 0 545 295 0 0 0 0 0 0 1925 Added 0 114 0 0 48 7 0 0 0 0 0 0 169 Total 260 939 0 0 593 302 0 0 0 0 0 0 2094 #18 Donner Pass Rd. 6 1 -80 EB Off Ramp Base 0 815 0 0 410 0 265 0 315 0 0 0 1805 Added 0 106 0 0 48 0 8 0 0 0 0 0 162 Total 0 921 0 0 458 0 273 0 315 0 0 0 1967 #19 Donner Pass Rd. 6 Glenshire Rd. Base 265 0 335 0 0 0 0 500 400 275 300 0 2075 Added 0 0 25 0 0 0 0 81 0 27 21 0 154 Total 265 0 360 0 0 0 0 581 400 302 321 0 2229 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO- Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 5 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 5 -2 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingNTOModLandUsewithMitigation. tfx) Link Volume Report Volume NB Link SB Link ER Link WB Link Total PM Peak - Weekday Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume *11 SR 267 6 I -80 WB Off /On Ramp Base 1405 965 2370 380 800 1180 0 1070 1070 1050 0 1050 5670 q1 SR 89 6 Rainbow Dr. Added 216 102 318 252 253 505 0 150 150 37 0 37 1010 Base 715 330 1045 210 470 680 0 0 0 120 245 365 2090 Total 1621 1067 2688 632 1053 1685 0 1220 1220 1087 0 1087 6680 Added 21 23 44 13 11 24 0 0 0 10 10 20 88 Total 736 353 1089 223 481 709 0 0 0 130 255 385 2178 X12 SR 267 6 I -80 EB Off /On Ramp Base 2045 1320 3365 965 1405 2370 695 0 695 0 980 980 7410 X2 SR 89 6 Prosser Dam Rd. Added 90 72 162 102 215 317 125 0 125 0 30 30 634 Base 1030 730 1760 470 715 1185 220 220 440 85 140 225 3610 Total 2135 1392 3527 1067 1620 2687 820 0 820 0 1010 1010 8044 Added 293 193 436 22 21 43 64 90 154 180 205 385 1018 Total 1273 923 2196 492 736 1228 284 310 594 265 395 610 4628 X13 SR 267 6 Brockway 'Base 3275 2145 5420 1380 2045 3425 1075 1515 2590 50 75 125 11560 X3 Alder Dr. 6 Thayer Dr. Added 64 51 115 72 90 162 26 21 47 0. 0 0 • 324 Base 230 210 440 0 0 0 50 185 235 280 165 445 1120 Total 3339 2196 5535 1452 2135 3587 1101 1536 2637 50 75 125 11884 Added 0 0 0 58 85 143 8 7 15 90 64 154 312 Total 230 210 440 58 85 143 58 192 250 370 229 599 1432 X14 SR 267 6 Schaffer Mill Rd. Base 1780 1765 3545 2135 3300 5435 1330 905 2235 1305 580 1885 13100 X4 Prosser Dam Rd. 6 Road A Added 46 37 83 51 64 115 7 5 12 11 9 20 230 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1826 1802 3628 2186 3364 5550 1337 910 2247 1316 589 1905 13330 Added 113 113 226 0 0 0 205 180 385 102 127 229 840 Total 113 113 226 0 0 0 350 265 615 187 272 459 1300 X15 SR 267 6 Northstar Dr. Base 1540 1360 2900 1610 1690 3300 620 675 1295 25 70 95 7590 X5 Prosser Dam Rd. 6 Road B Added 35 28 63 37 47 84 12 9 21 0 0 0 168 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1575 1388 2963 1647 1737 3384 632 684 1316 25 70 95 7758 Added 11 16 27 0 0 0 127 102 229 95 115 210 466 Total 11 16 27 0 0 0 272 187 459 180 260 440 926 X16 Donner Pass Rd. 6 Pioneer Trails Base 825 935 1760 595 675 1270 665 475 1140 0 0 0 4170 06 Prosser Dam Rd. 6 Road C Added 114 54 168 68 132 200 18 14 32 0 0 0 400 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 939 989 1928 663 807 1470 683 489 1172 0 0 0 4570 Added 48 39 87 8 13 21 114 95 209 54 77 131 448 Total 48 39 87 8 13 21 259 180 A39 139 222 361 908 X17 Donner Pass Rd. 6 I -80 WB On Ramp Base 1085 545 1630 840 825 1665 0 555 555 0 0 0 3850 07 Prosser Dam Rd. 6 Road D Added 114 48 162 55 114 169 0 7 7 0 0 0 338 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1199 593 1792 895 939 1834 0 562 562 0 0 0 4188 Added 0 0 0 7 10 17 77 54 131 47 67 114 262 Total 0 0 0 7 10 17 222 139 361 132 212 344 722 X18 Donner Pass Rd.. 6 I -80 812 Off Ramp Base 815 725 1540 410 1080 1490 580 0 580 0 0 0 3610 X8 Prosser Dam Rd. 6 East Alder Creek Rd. Added 106 48 154 48 114 162 8 0 8 0 0 0 324 Base 0 0 0 60 75 135 145 85 230 40 85 125 490 Total 921 773 1694 458 1194 1652 588 0 588 0 0 0 3934 Added 8 12 20 35 52 87 67 47 114 4 3 7 228 Total 8 12 20 95 127 222 212 132 344 44 88 132 718 X19 Donner Pass Rd. 6 Glenshire Rd. Base 600 675 1275 0 0 0 900 565 1465 575 835 1410 4150 X10 SR 89 6 Donner Pass Rd. Added 25 27 52 0 0 0 81 21 102 48 106 154 308 Base 940 380 1320 630 1030 1660 675 835 1510 0 0 0 4490 Total 625 702 1327 0 0 0 981 586 1567 623 941 1564 4458 . Added 252 252 504 193 242 435 132 68 200 134 149 283 1422 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1192 632 1824 823 1272 2095 807 903 1710 157 172 329 5958 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • IS IS Ile MIS M !l. fl fl —_ ,• IIIIII' :a Mt M' • Si IS _] MINI MI 111111. _ tr 111111! an 111111V s M r' a 111111- ® MB 411111 MI 1111a- 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 5 -3 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 6 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMStigation. tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 420 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 1035 880 1915 155 290 445 660 645 1305 1090 1125 2215 5880 LOS Veh C LOS Veh C Added 23 17 40 0 0 0 64 10 74 21 81 102 216 0 2 SR 89 6 Prosser Dam Rd. 8 10.9 0.692 D 37.2 1.023 +26.282 D/V Total 1058 897 1955 155 290 445 724 655 1379 1111 1206 2317 6096 4) 10 5R 89 6 Donner Pass Rd. B 14.5 0.646 C 29.1 0.920 +14.579 D/V 421 Bridge 5t. 6 West River St. Base 1480 1170 2650 840 1030 1870 780 885 1665 90 105 195 6380 4 11 SR 267 & I -80 WD Off/On Ramp D 41.9 0.910 D 48.8 0.973 + 6.904 D/V Added 16 12 28 17 23 40 7 5 12 0 0 0 80 Total 1496 1182 2678 857 1053 1910 787 890 1677 90 105 195 6460 4 12 SR 267 6 I -80 ES 0ff /0n Ramp 8 13.3 0.724 C 25.9 0.881 +12.529 D/V 453 4 13 5R 267 6 Brockway C 31.2 0.917 D 36.3 0.959 + 5.084 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 16 0 16 27 20 47 10 33 43 106 4 14 5R 267 6 Schaffer Mill Rd. E 60.2 0.982 E 63.7 1.001 + 3.499 D/V Total 0 0 0 16 0 16 27 20 47 10 33 43 106 , 4 15 5R 267 6 Northstar Dr. C 28.7 0.889 C 30.6 0.912 + 1.900 D/V 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 16 Donner Pass Rd. 6 Pioneer Trai c 23.2 0.929 C 27.3 0.985 + 4.161 D/V Added 23 0 23 30 23 53 0 0 0 0 30 30 106 Total 23 0 23 30 23 53 0 0 0 0 30 30 106 * 18 Donner Pass Rd. 6 I -80 ES Off B 15.0 0.769 B 17.8 0.837 + 2.774 D/V *60 If 19 Donner Pass Rd. 6 Glenshire Rd C 26.6 0.099 D 43.3 1.045 +16.655 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 • Added 30 30 60 30 30 60 0 0 0 0 0 0 120 4 20 Donner Pass Rd. 6 Bridge 5t. D 46.4 0.964 D 54.4 1.012 + 7.954 D/V Total 30 30 60 30 30 60 0 0 0 0 0 0 120 4 21 Bridge St. 6 West River St. E 63.2 1.007 E 64.8 1.015 + 1.690 D/V 468 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 14 15 29 0 0 0 15 14 29 0 0 0 58 Total 14 15 29 0 0 0 15 14 29 0 0 0 58 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS5C , Denver, CO 2023 PM Peak- Weekday Fri May 16, 2003 15:48:51 Page 7 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 8 -1 Gray's Crossing Gray's crossing - with Mitigation Measures with Mitigation Measures ( R1- 2023GrayscrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossing8TDModLandUsewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 Operations 2000 Operations Method (Future Volume as +..Bat+++ +2000 * *m * r t o n s * Metl *d * »Base . Volume * Alta++***+ * *m.. +..mesa++.. . + ** .+++mVo 2000 * s0 »t +..aeon *em +* *.Future * «+»*. * B * * »» » *B. ++**»»+ *..a+. Intersection 62 SR 89 6 Prosser Dam Rd. Intersection 42 SR 89 6 Prosser Dam Rd. *** B** *********** *** . t + . s0 * * * . * *m * m s s Vo+ as *a * s . * *A * VoVo s * * 0 0 a * * + * . m * * * * * * a t * * a * * 0 . * * * * * * tntess*xtao. * * ** *» * os 8. *msPrs *» * ...* s. *taa**00* as t *Bat *s Cycle (sec): 70 Critical Vol. /Cap. (X): 0.692 Cycle (sec): 70 Critical Vol. /Cap. (X): 1.023 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 10.9 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 37.2 Optimal Cycle: 44 Level Of Service: 8 Optimal Cycle: 180 Level Of ** * * **** * * * * * *** * * **t * *. ** *mm * » ** Vo * * * * * * * * * * * * **** * a * + ..e ***** am »*0 * * ***** . ***** Lev sl *.. * vice Service:* a *** * * * * * * * * * * * * * s 0 m tam *tut s * * * ** . * «Vo*a : s tam *.** L e Service: Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II I I II II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 11 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 11 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 200 705 125 455 10 10 10 200 75 10 Base Vol: 200 705 125 5 455 10 10 10 200 75 10 0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 705 125 455 10 10 10 200 75 10 Initial Bse: 200 705 125 5 455 10 10 10 200 75 10 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 67 3 173 16 3 3 2 16 46 144 20 16 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95. 0.95 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 211 742 132 479 11 11 11 211 79 11 Initial Fut: 267 708 298 21 458 13 12 26 246 219 30 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 211 742 132 479 11 11 11 211 79 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 PHF Volume: 281 745 314 22 482 14 13 27 259 231 32 17 MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 211 742 132 479 11 11 11 211 79 11 Reduced Vol: 281 745 314 22 482 14 13 27 259 231 32 17 I II II II I 202 Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 281 745 314 22 482 14 13 27 259 231 32 17 Adjustment: 0.44 0.98 0.98 0.22 1.00 1.00 0.87 0.87 0.87 0.46 0.46 1.00 I II II II I Lanes: 1.00 0.85 0.15 1.00 0.98 0.02 0.05 0.05 0.90 0.88 0.12 0.00 Saturation Flow Module: Final Sat.: 830 1576 280 409 1852 43 78 78 1490 771 107 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.39 0.96 0.96 0.10 1.00 1.00 0.87 0.87 0.87 0.46 0.46 0.46 Capacity Analysis Module: Lanes: 1.00 0.70 0.30 1.00 0.97 0.03 0.04 0.09 0.87 0.83 0.11 0.06 Vol /Sat: 0.25 0.47 0.47 0.01 0.26 0.26 0.14 0.14 0.14 0.10 0.10 0.00 Final Sat.: 739 1276 538 190 1839 53 72 149 1429 717 99 53 Grit Moves: *** **** I II II II I Green /Cycle: 0.68 0.68 0.68 0.68 0.68 0.68 0.20 0.20 0.20 0.20 0.20 0.00 Capacity Analysis Module: Volume /Cap: 0.37 0.69 0.69 0.02 0.38 0.38 0.69 0.69 0.69 0.50 0.50 0.00 Vol /Sat: 0.38 0.58 0.58 0.12 0.26 0.26 0.18 0.18 0.18 0.32 0.32 0.32 Delay /Veh: 5.2 8.4 8.4 3.6 5.0 5.0 31.8 31.8 31.8 26.9 26.9 0.0 Grit Moves: *** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.57 0.57 0.57 0.57 0.57 0.57 0.32 0.32 0.32 0.32 0.32 0.32 AdjDel /Veh: 5.2 8.4 8.4 3.6 5.0 5.0 31.8 31.8 31.8 26.9 26.9 0.0 Volume /Cap: 0.67 1.02 1.02 0.20 0.46 0.46 0.58 0.58 0.58 1.02 1.02 1.02 DesignQueue: 3 10 2 0 6 0 0 0 7 2 0 0 Delay /Veh: 14.4 48.9 48.9 8.2 9.1 9.1 21.6 21.6 21.6 84.3 84.3 84.3 * ms*a *a *Vo***** **a002t *sAS.Voa. *tm2ea» a * ** *AA* * *» *Ala *t * * * ***m + *a * *sm *tt. User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 14.4 48.9 48.9 8.2 9.1 9.1 21.6 21.6 21.6 84.3 84.3 84.3 • DesignQueue: 5 15 6 0 9 0 0 1 7 6 1 0 ***************** a*****»«*********************** * ****a* ***** ** * * * * ** ** * * *** *** • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO S S MI' M SS 10 0 In Ille r all a NEI <s .a a l MN 111111 I ,S 1 'ir 1- SS S i s 1111111. 111111. 411111- s B' • 111111. I 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 9 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 10 -1 Gray's crossing Gray's Crossing with Mitigation Measures with Mitigation. Measures ( R1- 2023GraysCrossirtgNTOModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdLandUsewithMitigation .tfx) . Level Of Service Computation Report Level Of Service Computation Report 2000 Method (Base Alternative) HCM Operations Method (FutureVolume Alternative) *+ + + +.+ .a + + * . *a * ** * a * . a* * *** *aa aa+++ + + *a *+ + * * * *** a * * * **a aa *.. *.. * * * * * ** * * * * *+ *r*** * * * * *a+***x Operations * **a*** *a *a *a * ltern *+ *a. * * ++ + + + * * * + * ** Intersection B10 SR 89* D Pass Rd Intersection Donner SR 89 6 Donne Rd. * *** * * a * ** * as * a * Donner on * + +* + *a + + *. * * ** * *aa** . +.a +. + + +.a * * * * * * * * * * * * ** nters *** * * *a * ***** ** *aa** * **** * a+ *a*aaa* ** aa*** * * * * * ** * * * * * * * ** ********** cycle (sec): 75 Critical Vol. /Cap. (X): 0.646 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.920 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 14.5 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 29.1 Optimal Cycle: 50 Level Of Service: Optimal Cycle:OPTIMIZEDLevel Of Service: * + **+ * * * *** * * * * * * * * * * *. a: * + * ** + + * a ** ***** * * *a * * *a*** * * ** * * * *+ *x *. * * * * * * * * * ** *a**** . ** * * ** **** *** * a * ** ** * * * * * * ** * *a ******* a* **a*** ++ + * x * * * * +a * ** . * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L- T- R L - T- R L- T- R Movement: L- T- R 5 - T- R L - T- R L- T- R 1 11 11 11 1 1 11 11 11 I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1) 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1) 0 0 1 11 11 11 I 1 - 11 11 11 I Volume Module: Volume Module: Base Vol: 425 515 220 410 515 160 Base Vol: 425 515 0 220 410 515 0 160 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 425 515 220 410 515 160 Initial Bse: 425 515 0 220 410 515 0 160 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 149 103 145 44 90 42 0 107 24 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 447 542 232 432 542 168 Initial Fut: 425 650 117 1 356 454 605 42 160 116 24 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 447 542 232 432 542 168 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 447 684 123 1 375 478 637 44 168 122 25 18 MIX Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 447 542 232 432 542 168 Reduced Vol: 447 684 123 1 375 478 637 44 168 122 25 18 1 11 11 II 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 447 684 123 1 375 478 637 44 168 122 25 18 Adjustment: 0.61 1.00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 1 11 II II 1 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1153 1900 0 1900 1900 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.47 0.98 0.98 0.15 1.00 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.85 0.15 1.00 1.00 1.00 2.00 0.21 0.79 0.74 0.15 0.11 Vol /Sat: 0.39 0.29 0.00 0.00 0.12 0.27 0.15 0.00 0.10 0.00 0.00 0.00 Final Sat.: 895 1573 283 279 1900 1615 3502 347 1326 1334 273 197 Crit Moves: *** *** 1 11 11 11 I Green /Cycle: 0 0.60 0.00 0.00 0.60 0.60 0 0.00 0.24 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.65 0.48 0.00 0.00 0.20 0.45 0.65 0.00 0.43 0.00 0.00 0.00 Vol /Sat: 0.50 0.43 0.43 0.05 0.20 0.30 0.18 0.13 0.13 0.09 0.09 0.09 Delay /Veh: 11.9 8.7 0.0 0.0 6.9 8.5 27.4 0.0 25.0 0.0 0.0 0.0 Crit Moves: * * ** * * ** * * ** User DelAdj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.20 0.20 0.20 0.10 0.10 0.10 AdjDel /Veh: 11.9 8.7 0.0 0.0 6.9 8.5 27.4 0.0 25.0 0.0 0.0 0.0 Volume /Cap: 0.92 0.80 0.80 0.09 0.36 0.55 0.92 0.64 0.64 0.92 0.92 0.92 DesignQueue: 8 10 0 0 4 8 18 0 5 0 0 0 Delay /Veh: 38.4 18.5 18.5 8.5 10.0 11.8 47.0 31.8 31.8 78.3 78.3 78.3 ************* a*a a* aa** au*++»*****+»**«aa a* . « *aa** + +*** * **a** *aaa* * *** *a*a» user De1Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 38.4 18.5 18.5 8.5 10.0 11.8 47.0 31.8 31.8 78.3 78.3 78.3 g DesinQueue 15 3 0 ********* 1***************** 8 8 a*** 1+ 10 ***** * ** ** * * ***6 6 *a *** *:* **** **1 1 * Desi noueue 9 5 * 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 11 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 12 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GrayscrossingNTDModtandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNT0ModLand0eewithMitigation .tfx) • Level Of Service Computation Report Level Of Service Computation Report ... « +. .. �� 2000 HCM Operations method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) .... * ..... .x ...... ` . ... . ...x. * ....x. ` xxx.......*. ' ; M...x.... .x. .. .. +...-. x.. ..*** .x.xx. ........xxx..xx.x .xxx.. , .x ....x.. xxxx.....xxxxx Intersection 1111 SR 267 & I-80 WB Off /On Ramp Intersection 1111 SR 267 & 1-80 MB Off /On Ramp , x. xx..+... ..x ... .xx... .. ` x.. x x...... . .. xx # ......x.xx ........ xx....« .. .. +.xx. ..... . . ,.. ..« . x..... *** .x ' .x. x . .. .. x ..x ....... ... ..... .. ....... Cycle (sec): 100 Critical Vol. /Cap. (X): 0.910 Cycle (sec): 100 Critical Vol. /Cap. (X): 0.973 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 41.9 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 48.8 Optimal Cycle: 114 Level Of service: D Optimal Cycle: 159 Level Of Service: D x « r...x x......x x.xxx..........xx x.x......xx x ..... ...............xx...*** *.... « .. . . xx. .... . xx... " « .xx. .. .. « xx....... ..x .. « ... xx • . .x ... . Approach: North Bound South Bound East Sound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I 11 II II I I 11 II 11 I Control: Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0. 0 0 0 2 0 0 1 0 I II II 11 1 • I II 11 II I Volume Module: Volume Module: Base Vol: 1060 345 370 10 595 45 Base Vol: 1060 345 370 10 595 45 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Initial Bse: 1060 345 370 10 595 45 Initial Bee: 1060 345 370 10 595 45 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 _ Added Vol: 0 216 102 150 0 3 PHF Adj: 0.95 0.95 0,9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PasserByVol: 0 0 0 0 0 PHF Volume: 1116 363 389 11 626 Initial Fut: 1060 561 472 160 595 49 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduced Vol: 1116 363 389 11 626 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 PHF Volume: 1116 591 497 168 626 MLF Adj: 1.00 1.00 1,0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 . 0 Final Vol.: 1116 363 389 11 626 Reduced Vol: 1116 591 497 168 626 1 11 II II 1 PCB Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1116 591 497 168 626 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 1 II II II I Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Saturation Flow Module: Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2260 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II 11 1 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.60 1.00 1.00 Capacity Analysis Module: Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Vol /Sat: 0.32 0.19 0.00 0.00 0.20 0.01 0.00 0.00 0.00 0.28 0.00 0.00 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2267 1900 0 Crit Moves: xxx . . 1 11 11 II I Green /Cycle: 0.35 0.58 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.30 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.90 0.33 0.00 0.00 0.90 0.03 0.00 0.00 0.00 0.92 0.00 0.00 Vol /Sat: 0.32 0.31 0.00 0.00 0.26 0.10 0.00 0.00 0.00 0.28 0.00 0.00 Delay /Veh: 40.2 11.1 0.0 0.0 59.5 30.1 0.0 0.0 0.0 52.0 0.0 0.0 Crit Moves: xxx' xxx* x User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.33 0.60 0.00 0.00 0.27 0.27 0.00 0.00 0.00 0.28 0.00 0.00 AdjDel /Veh: 40.2 11.1 0.0 0.0 59.5 30.1 0.0 0.0 0.0 52.0 0.0 0.0 Volume /Cap: 0.96 0.52 0.00 0.00 0.96 0.38 0.00 0.00 0.00 0.99 0.00 0.00 DesignQueue: 43 9 0 0 18 0 0 0 0 25 0 0 Delay /Veh: 51.3 11.9 0.0 0.0 66.5 30.2 0.0 0.0 0.0 69.9 0.0 0.0 ..x x.......... «x...... « «.x........ xxx...... x. x ..x.x.......x.........e...x.... User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 51.3 11.9 0.0 0.0 66.5 30.2 0.0 0.0 0.0 69.9 0.0 0.0 DesignQueue: 45 14 0 0 22 7 0 0 0 26 0 0 . xx.......... x... x*****x x......... x.. xx x.....x.. .......x..x**** *..u..x...*** * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. 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1' (1OT; ebT1TW41IMasnpuegp0W01N6uTssox7s bed9EZOZ 0132' uope6T31W4lTMesaPuegpo :0ZN6uxssoxo9Aex9EZOZ -1H) M - 9axnsea) no /deblaTM 422M caxn o;o3e6p09 Bu199010 s,Aea9 411 6111990x0 s,Aet9 1-61 °bed 15:86:51 (002 '9T AeW 1x3 AepNooM - Need 143 EZOZ T -ET °bed TS:SP:ST (002 '91 AM 193 Aepga°M - Need NA EZOZ • M_ M' ®' - s 11111 n a IIIIII e■ t MI S. a I , a s MIMI 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 15 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 16 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossing6TDModLandUsewithMitigation .tfx) (R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report . 2000 HCM Operations Method Volume Alternative) 2000 RCM Operations Method (Future Alternative) :. + + 0um « «« + * 2000+ *2+2 ***ern* 0 2000 + *a *ex ol um x 0 *M+e +naa* +00 00....0*ol.. *.xxxxx 0 *0++0* xx+ * . 0«2+0 *Math.+ 2+222* « Volume 00220x0+2*. * * * * * * ** * * * ** Intersection Intersx *00 613x S *SR 267 6 x+a * * ** 0 «x 0* *x2 Intersection 613 R *20022 +a *+ +*V 267 6 Brockway + * *xxx * *xxx** . . xxxxx ** : «. um +.. Inters um6.* um0 0 * * **a0V *um*. +0 ***a *000** *nters * 00o0 *um 0V 0 *0a 00 0a : +a ** Cycle (sec): 120 Critical Vol. /Cap. (X): 0.917 Cycle (sec): 120 Critical Vol. /Cap. (X): 0.959 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 31.2 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 36.3 Optimal cycle: 139 Level Of Service: C Optimal Cycle: 168 Level Of Service: D .«***2000 *** * +*0200 * **** «**0000. 0a * .*0002 002. 2 . * * * *****. . *0 * *. *0x0020. 200 +V +O **00 00 * * *0 *ol0+ *x 000 + a xa* *2 0aa a +++ +* x20 00 *2axx02x 0 + sex*+ a+*um 2 Approach: North Bound South Bound East Bound West Bound - Approach: North Bound South Bound East Bound West Bound Movement: L -T - R L - T- R L- T- R L- T- R Movement: L- T- R L- T- R L- T- 8 L- T- R 1 II II II I I II II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 1! 0 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 1) 0 0 1 II II II I 1 II II II I Volume Module: Volume Module: Base Vol: 1330 1930 15 55 1145 180 80 99 10 35 Base Vol: 1330 1930 15 55 1145 180 80 5 99 10 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.00 Initial Bse: 1330 1930 15 55 1145 180 80 99 10 35 Initial Bse: 1330 1930 15 55 1145 180 80 5 99 10 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Added Vol: 0 64 0 0 51 21 26 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.0 0.95 0.9 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1400 2032 16 58 1205 189 84 11 37 Initial Fut: 1330 1994 15 55 1196 201 106 5 99 10 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.0 1.00 Reduced Vol: 1400 2032 16 58 1205 189 84 11 37 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 PHF Volume: 1400 2099 16 58 1259 212 112 5 11 37 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1400 2032 16 58 1205 189 84 11 37 Reduced Vol: 1400 2099 16 58 1259 212 112 5 11 37 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1400 2099 16 58 1259 212 112 5 11 37 Adjustment: 0.92 0.95 0.95 0.95 0.95 0.85 0.76 0.76 1.00 0.81 0.81 0.81 I 11 II I1 I Lanes: 2.00 2.98 0.02 1.00 2.00 1.00 0.94 0.06 1.00 0.21 0.09 0.70 Saturation Flow Module: Final Sat.: 3502 3578 28 1805 3610 1615 1365 81 1900 321 146 1079 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 1I 1I I1 1 Adjustment: 0.92 0.95 0.95 0.95 0.95 0.65 0.74 0.74 1.00 0.80 0.80 0.80 Capacity Analysis Module: Lanes: 2.00 1.98 0.02 1.00 2.00 1.00 0.96 0.04 1.00 0.21 0.09 0.70 Vo1/Sat: 0.40 0.57 0.57 0.03 0.33 0.12 0.06 0.06 0.00 0.03 0.03 0.03 Final Sat.: 3502 3579 27 1805 3610 1615 1353 60 1900 314 143 1055 Crit Moves: x*** **** ** I II 11 11 I Green /Cycle: 0.44 0.76 0.76 0.04 0.36 0.36 0.07 0.07 0.00 0.07 0.07 0.07 Capacity Analysis Module: Volume /Cap: 0.92 0.75 0.75 0.75 0.92 0.32 0.92 0.92 0.00 0.51 0.51 0.51 Vol /Sat: 0.40 0.59 0.59 0.03 0.35 0.13 0.08 0.08 0.00 0.04 0.04 0.04 Delay /Veh: 41.0 9.4 9.4 89.8 46.8 27.8 120.7 121 0.0 58.3 58.3 58.3 Crit Moves: * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.42 0.74 0.74 0.04 0.36 0.36 0.09 0.09 0.00 0.09 0.09 0.09 AdjDel /Veh: 41.0 9.4 9.4 89.8 46.8 27.8 120.7 121 0.0 58.3 58.3 58.3 Volume /Cap: 0.96 0.79 0.79 0.79 0.96 0.36 0.96 0.96 0.00 0.41 0.41 0.41 Designoueue: 58 38 0 4 56 8 5 0 0 1 0 2 Delay /Veh: 48.9 11.5 11.5 100.2 53.4 28.4 123.1 123 0.0 54.0 54.0 54.0 00 +022 * + * ** *000 *2200x00 * * *2 *2020 * ***0 *00020«0** **um** +00000 * * * *a *+ User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 48.9 11.5 11.5 100.2 53.4 28.4 123.1 123 0.0 54.0 54.0 54.0 Designoueue: 60 43 0 4 59 9 7 0 0 1 0 2 *0* +0200 ++0200* +0200 **um*** *****00** 0***** 000******** *a0* ** x** +00000 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO g MO - P Mt Me -' ! NM ,- M a! I e s .IIIIIIII MI -• MS MI St Mk I a- ,- al a i• a O Si s• 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 17 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdLandUsewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 ECM Method (Base volume Alternative) 2000 HCM Operations Method (Future Alternative) *".** "* *{. . * * *. * ***. .** i * * **. **** ** * *** -*** * * * *** * * * ***. *************** * * ***** * ** * ** *. * * ** * . ** * ** * ** **** * ** * ** * * * ** * * ***** * ** * *** * * * *. ******* ****** Intersection X14 SR267* Schaffer Mill Rd. Intersection X14 SR 267 Schaffer Rd. - Inters * * * * ** * **ern** *e * 267 x * * * **** e **. . *. ***** **. ** * * : ********* * * ******* *** Intersection * *** * * ** * * * ** * ** **.** * *** * * * * * * * * ** **** . ***..** . * * * * * *+ * * **. * . . ... Cycle (sec): 115 Critical Vol. /Cap. (X): 0.982 Cycle (sec): 115 Critical Vol. /Cap. (X): 1.001 Loss Time (sec): ' 16 (Y +R - 4 sec) Average Delay (sec /veh): 60.2 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 63.7 Optimal Cycle: *** *180 * * *** *** *. * Level Of * Service: * * * ** * * * * * * * * * * **E* * * ** Optimal *******OPTIMIZED * * * * * * * *. * ** evel Of Service: E *. ** * * * * * ****e * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L- T- R Movement: L- T- R L - T- R L - T- R L- T- 8 I II II 11 I 1 11 II II I Control: Protected Protected Protected Protected Control: Protected Protected Protected Protected Rights: Include Ignore Ignore Ignore Rights: Include Ignore Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 I 11 11 11 1 1 11 11 II 1 Volume Module: Volume Module: Base Vol: 195 1455 130 335 1220 58 940 115 27 270 130 90 Base Vol: 195 1455 130 335 1220 58 940 115 27 270 130 90 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 Initial Bse: 195 1455 130 335 1220 58 940 115 27 270 130 90 Initial Bse: 195 1455 130 335 1220 58 940 115 27 270 130 90 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Added Vol: 0 46 - 0 9 37 7 0 0 0 1 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 PasserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 205 1532 137 353 1284 989 121 284 137 Initial Fut: 195 1501 130 344 1257 58 947 115 27 270 130 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Reduced Vol: 205 1532 137 353 1284 989 121 284 137 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 . PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 PHF Volume: 205 1580 137 362 1323 997 121 284 137 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1532 137 353 1284 989 121 284 137 Reduced Vol: 205 1580 137 362 1323 997 121 284 137 1 II 11 II 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 205 1580 137 362 1323 997 121 284 137 Adjustment: 0.95 0.91 0.85 0.95 0.95 ,1.00 0.92 1.00 1.00 0.95 1.00 1.00 1 11 11 11 I Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 I Adjustment: 0.95 0.91 0.85 0.95 0.95 1.00 0.92 1.00 1.00 0.95 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 3.00 1.00 1.00 2.00 -1.00 2.00 1.00 1.00 1.00 1.00 1.00 Vol /Sat: 0.11 0.30 0.08 0.20 0.36 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Crit Moves: **** **** ** 1 11 11 11 I Green /Cycle: 0.12 0.30 0.30 0.20 0.38 0.00 0.29 0.10 0.00 0.26 0.07 0.00 Capacity Analysis Module: Volume /Cap: 0.94 0.98 0.28 0.98 0.94 0.00 0.98 0.61 0.00 0.61 0.98 0.00 Vol /Sat: 0.11 0.30 0.08 0.20 0.37 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Delay /Veh: 94.1 58.5 31.0 88.4 46.9 0.0 64.6 54.9 0.0 40.1 124 0.0 Crit Moves: **** * * ** * * ** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /cycle: 0.12 0.30 0.30 0.20 0.39 0.00 0.28 0.10 0.00 0.25 0.07 0.00 AdjDel /Veh: 94.1 58.5 31.0 88.4 46.9 0.0 64.6 54.9 0.0 40.1 124 0.0 Volume /Cap: 0.95 1.00 0.28 1.00 0.95 0.00 1.00 0.62 0.00 0.62 1.00 0.00 DesignQueue: 12 74 6 19 56 0 48 7 0 14 8 0 Delay /Veh: 97.9 63.0 30.7 93.6 48.5 0.0 70.0 55.4 0.0 40.6 131 0.0 ************************************************* * * * * * * * * * * * * * *** * * * * * * * ** *** * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 97.9 63.0 30.7 93.6 48.5 0.0 70.0 55.4 0.0 40.6 131 0.0 DesignQueue: 12 76 6 19 57 0 49 7 0 14 8 0 ****************************************..*** ** * * ***** ** **** * * * « «** * * * * * * * ** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 19 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 20 -1 Gray's crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandusewithMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report + 2000 Operations Method Alternative) 2000 WCM Operations Method (Future: olume Alternative) + « * ** ++ ** ** ***** + * * +** •******* ******w « ** * ** + *** a« * **+* **a**** * «. « +*+a. ** «x* . +a * *.+ ** *. + ***+ + aaa + ******** ** ** ***** *** *a *****a + * * ** ***** * ** + +aaa « + *a +.a ++ Intersection #15 SR 267 6 Northstar Dr. Intersection #15 SR 267 6 Northstar Dr. * * * * * * a * * * * + aaa ** ` • . * ****** *** a u« «ar* +aaa ** * ***** +.r *a *. «...a x * aaaaaa+ «.r * ****** * * *** aaa a u *a * a + + **a ****** « u «.« *u** + +. +aaa a* «aaa+ * ***ca« ** *** aaa :x* Cycle (sec): 75 Critical Vol. /Cap. IX): 0.889 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.912 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 28.7 Loss Time (sec): 12 (Y +R - 4 sect Average Delay (sec /veh): 30.6 al Cycle: 90 O Optimal * «: aaa * + * * *+ «.«Level f Service: *+*** ' + a.* * * C Optimal Cycle: 8 *** * * *a: + a tim +a : a«*x* * ++a * * ** . aaa +Level Of Service: ** ** * * * * * * * * * « * Optimal * +a** ** x Level f « aa + :*aa «a . a *** tim aa.+* a + Level Of ««***** **x ***.. Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - 2- R L - T - R L - T - R L - T - R Movement: L- T- R L- T- R L - T- R L- T- R I 11 II II I I 11 II II I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 0 1 0 0 1 1 0 0 1 0 Lanes: 1 0 1 1 0 1 0 2 0 1 0 1 0 0 1 1 0 0 1 0 1 11 11 11 I 1 11 11 11 I Volume Module: Volume Module: Base Vol: 190 1320 30 1130 475 365 35 220 10 10 5 Base Vol: 190 1320 30 1130 475 365 35 220 10 10 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bse: 190 1320 30 1130 475 365 35 220 10 10 5 Initial Bse: 190 1320 30 1130 475 365 35 220 10 10 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 35 0 28 9 12 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 200 1389 32 1189 500 384 37 232 11 11 5 Initial Fut: 190 1355 30 1158 484 377 35 220 10 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduced Vol: 200 1389 32 1189 500 384 37 232 11 11 5 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 1426 32 1219 509 397 37 232 11 11 MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 200 1389 32 1189 500 384 37 232 11 11 5 Reduced Vol: 200 1426 32 1219 509 397 37 232 11 11 I II 11 11 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 200 1426 32 1219 509 397 37 232 11 11 . Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0.30 0.95 0.95 1 II 11 11 I Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Saturation Flow Module: Final Sat.: 1805 3518 81 1805 3610 1615 1251 121 1615 562 1245 566 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 11 11 II I Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0.28 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Vol /Sat: 0.11 0.39 0.39 0.00 0.33 0.31 0.31 0.31 0.14 0.02 0.01 0.01 Final Sat.: 1805 3520 79 1805 3610 1615 1250 116 1615 540 1245 566 Crit Moves: * a ** * *** 1 11 11 11 I Green /Cycle: 0.12 0.49 0.49 0.00 0.37 0.37 0.35 0.35 0.35 0.35 0.35 0.35 Capacity Analysis Module: Volume /Cap: 0.89 0.80 0.80 0.80 0.89 0.84 0.89 0.89 0.42 0.06 0.03 0.03 Vol /Sat: D.11 0.41 0.41 0.00 0.34 0.32 0.32 0.32 0.14 0.02 0.01 0.01 Delay /Veh: 64.5 18.8 18.8 264.4 29.9 31.5 41.6 41.6 19.3 16.5 16.2 16.2 Crit Moves: * * aaa User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.12 0.49 0.49 0.00 0.37 0.37 0.35 0.35 0.35 0.35 0.35 0.35 AtljDel /Veh: 64.5 18.8 18.8 264.4 29.9 31.5 41.6 41.6 19.3 16.5 16.2 16.2 Volume /Cap: 0.91 0.83 0.83 0.83 0.91 0.85 0.91 0.91 0.41 0.06 0.03 0.03 DesignQueue: 8 33 1 0 34 14 11 1 7 0 0 0 Delay /Veh: 70.1 20.0 20.0 286.3 32.1 33.0 45.1 45.1 19.1 16.4 16.1 16.1 **+ a.** aa*** a+ a**************++** a**** * * * *aa *** *+ *+ * * * **««aa *a+* ***aaa+* +a « * *a* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.1 20.0 20.0 286.3 32.1 33.0 45.1 45.1 19.1 16.4 16.1 16.1 DesignQueue: 8 34 1 0 35 14 11 1 7 0 0 0 ************************+*********************+*** ** * ** * * * ** * * *+ ** * * * * * ***** * * ** • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO aa. nil in WI at INS • s r MB MI la NM MI r ■I NM A - I • 11111•1111111' SIM 0111111111111111111111111=11111111111111111111 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 21 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 22 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUSewithMitigation. tfx) ( R1- 2023GraysCrassingNTDModLandUsewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM operations Method ( BaseVolume Alternative) 2000 HCM Operations Method (Future Volume Alternative) «. * * « x *.r «« *2000* cM * 0 x* ****X *0x400 * 2222* « ****** « 4 4 4 4 4 4 4 4 4 4 4 + 4 4 + 4 4 + 4 4 4 * * * * * * * ** + + + 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 m 4 4 tions ****** « ** ** * * r ative) « « « «. ** ** * * « «« Intersection 416 Donner Pass Rd. 6 Pioneer Trails Intersection *16 Donner Pass Rd. s Pioneer Trails **r** «***rr *rrrrr*X r r rr * *rr*****» X*rrf f r rr***rr*rr********** * ** ** * X*** ********************* X* r****** ***** **fff * * * * *r* * * * *Y **r ** **** ♦r X X X1 xxY**** 2222 4 ** Y♦ 4*f Cycle (sec): 65 Critical Vol. /Cap. (X): 0.929 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.985 . Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 23.2 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 27.3 Optimal Cycle: 93 Level Of Service: C optimal Cycle: 126 Level « Level Of Service: C * **0*** **** ** ***22x2 ************************** * ** ***x x *** * r *4. *xr. 4* * ** *x44444: 44+4,44,:+4444444444444444444:44444.444444 * 4 0 * * x** xxx * x *xxXx X 4 0♦ ♦♦ Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T - R L - T- A L- T- A Movement: L - T- R L - T- R 1 - T- R L- T- A 1 1I 11 11 1 1 11 11 11 I Control: Permitted Permitted Permitted Permitted control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 D 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 355 470 475 120 205 460 Base Vol: 355 470 475 120 205 460 Growth Adj: 1.00 1.00 1,0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 355 470 475 120 205 460 Initial Bse: 355 470 475 120 205 460 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 114 54 14 18 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 374 495 500 126 216 484 Initial Fut: 355 584 529 134 223 460 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 374 495 500 126 216 484 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 374 615 557 141 235 484 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 374 495 500 126 216 484 Reduced Vol: 374 615 557 141 235 484 I 11 11 11 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MIS Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 374 615 557 141 235 484 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 1 11 11 11 I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 726 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 II I Adjustment: 0.35 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.52 0.26 0.00 0.00 0.26 0.08 0.15 0.00 0.30 0.00 0.00 0.00 Final Sat.: 663 1900 0 0 1900 1615 1461 0 1615 0 0 0 Crit Moves: ** * * 1 11 11 11 I Green /Cycle: 0.55 0.55 0.00 0.00 0.55 0.55 0.32 0.00 0.32 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.93 0.47 0.00 0.00 0.47 0.14 0.46 0.00 0.93 0.00 0,00 0.00 Vol /Sat: 0.56 0.32 0.00 0.00 0.29 0.09 0.16 0.00 0.30 0.00 0.00 0.00 Delay/Veh: 41.1 9.1 0.0 0.0 9.1 7.1 18.2 0.0 44.6 0.0 0.0 0.0 Crit Moves: * * ** * *** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.57 0.57 0.00 0.00 0.57 0.57 0.30 0.00 0.30 0.00 0.00 0.00 AdjDel /Veh: 41.1 9.1 0.0 0.0 9.1 7.1 18.2 0.0 44.6 0.0 0.0 0.0 Volume /Cap: 0.98 0.57 0.00 0.00 0.51 0.15 0.53 0.00 0.98 0.00 0.00 0.00 DesignQueue: 6 9 0 0 9 2 5 0 13 0 0 0 Delay /Veh: 55.6 9.5 0.0 0.0 8.8 6.6 19.9 0.0 59,0 0.0 0.0 0.0 ************«* r** *x*x** ***x*u * * *xx 2*“. * ****** ** xrrr *r*x** *r* **r »0*x ***x* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 55.6 9.5 0.0 0.0 8.8 6.6 19.9 0.0 59.0 0.0 0.0 0.0 DesignQueue: 6 10 0 0 9 2 6 0 13 0 0 0 * * ***r*** *** ** * ***** * ** *** * * * * * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 FM Peak - Weekday Fri May 16, 2003 15:48:51 Page 23 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 24 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModtandOSewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 RCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ************************************************** * ** ** * * * *** * * * * *** * * ** * * *** * ** ************************************************* ** * * * * * * * * *** * * * * * * * * * * *** * * *** Intersection *18 Donner Pass Rd. s I -80 EB Off Ramp Intersection *18 Donner Pass Rd. 6 I -80 EB Off Ramp ************************************************* * **** * * *** * ** * * * * ** *** * * *** **** ************************************************** * * ***** * * * * * * * * **** * * * * ** ** *** Cycle (sec): 55 Critical Vol. /Cap. (X): 0.769 . Cycle (sec): 55 Critical Vol. /Cap. (X): 0.837 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 15.0 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 17.8 Optimal Cycle: 50 Level Of Service: B Optimal Cycle: 60 Level 0f Service: B *************************************************** *** * * ** ** *** * * ***** * * ** * * * *** ***************************« u****************** * * * ***** * ** * * * * ** ** *** * * ******* Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 0 - T- R L- T- R Movement: L - T- R 0 - T- R 1 - T- R L- T- R I II 11 11 1 1 11 11 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 815 • 410 265 315 Base Vol: 815 410 265 315 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 815 410 265 315 Initial Bse: 815 410 265 315 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 106 48 8 0 PHF Adj: 0.9 0.95 0,9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 858 432 279 332 Initial Fut: 921 458 273 315 Redact Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00' 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 858 432 279 332 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 969 482 287 332 ALL' Adj: 1.0 1.00 1,0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 Final Vol.: 858 432 279 332 Reduced Vol: 969 482 287 332 I II 11 11 1 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 969 482 287 332 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 1 11 11 11 I Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 D 1461 0 1615 0 0 0 Sat /Lane: "1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 II 1 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 I.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.45 0,00 0.00 0.23 0.00 0.19 0.00 0.21 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit Moves: * * ** nnnt 1 1I I1 11 I Green /Cycle: 0.00 0.59 0.00 0.00 0.59 0.00 0.27 0.00 0.27 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.77 0,00 0.00 0.39 0.00 0.71 0.00 0.77 0,00 0.00 0.00 Vol /sat: 0.00 0.51 0.00 0.00 0.25 0.00 0.20 0.00 0.21 0.00 0.00 0.00 Delay /Veh: 0.0 11.9 0.0 0.0 6.3 0.0 24.4 0.0 26.8 0.0 0.0 0.0 Crit Moves: * * ** ** User DelAdj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.61 0.00 0.00 0.61 0.00 0.25 0.00 0.25 0.00 0.00 0.00 AdjDel /Veh: 0.0 11.9 0.0 0.0 6.3 0.0 24.4 0.0 26.8 0.0 0.0 0.0 Volume /Cap: 0.00 0.64 0.00 0.00 0.42 0.00 0.80 0.00 0.84 0.00 0.00 0.00 DesignQueue: 0 12 0 0 6 0 6 0 8 '0 0 0 Delay /Veh: 0.0 14.1 0.0 0.0 5.9 0.0 31.5 0.0 34.1 0.0 0.0 0.0 «***«»*«*********m"******************* * * * * * *** * * * * ** * * *** «*** » *** «** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • AdjDel /Veh: 0.0 14.1 0.0 0.0 5.9 0.0 31.5 0.0 34.1 0.0 0.0 0.0 DesignQueue: 0 13 0 0 6 0 7 0 8 0 0 0 ******************************************* x«*** * *** * **** * ** ** * ** * ***** * * * *** ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO l M s Milli r_ NM In a M MO lin i■e MO ■r. MO In NM ME MI S 1 11 1 . MI i In 0 0 I n n A a la a • 2023 PM Peak - weekday Fri May 16, 2003 15:48:51 Page 25 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 26 -1 . Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingHTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingUT DModtandUsewithMitigation. t£x) • Level Of Service Computation Report Level Of Service Computation Report 2000 101i Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) * a* a*************a******************************* * * * ** **a******* * ** * ** ****a *** ** * a********* a***** a«*. x************************** * ***** ***** * * * * **** ** * * ** * * *a.. Intersection *19 Donner Pass Rd. 6 Glenshire Rd. Intersection $19 Donner Pass Rd. 6 Glenshire Rd. ** * * * *****-* * ********* * * * * ** * * **. * *.* * *: *. *a ****a* ***** . ..a .* * * * ** * * * *a***. a a * **a ***x*** * «** *** ax*x **xxx** * * * ** ** a.. a ** a ******** ************* x**** * ****** * * *** * . Cycle (sec): 100 Critical Vol. /Cap. (x): 0.899 • Cycle (sec): 100 Critical Vol. /Cap. (31): 1.045 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 26.6 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 43.3 Optimal Cycle: 100 Level Of Service: C Optimal Cycle: 180 Level Of Service: D ************************************************** * * * * * * ** ** * * * * * **** * ** * * * * **** ** a*** a**** a+ u********************************** ** ** **** * ***** * * ******* ******** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L - T- R L - T- R L- T- R Movement: L- T- R L - T - R L- T- R L- T- R 1 11 11 11 I 1 11 11 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 1 11 1I 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 265 335 500 400 275 300 Base Vol: 265 335 500 400 275 300 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 265 335 500 400 275 300 Initial Bse: 265 335 500 400 275 300 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 25 81 0 27 21 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 279 353 526 421 289 316 Initial Fut: 265 360 581 400 302 321 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Reduced Vol: 279 353 526 421 289 316 PHF Adj: 0.95 0.9 0.95 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.9 PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 PHF Volume: 279 379 612 421 318 338 MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 279 353 526 421 289 316 Reduced Vol: 279 379 612 421 318 338 1 11 11 11 1 BCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1,00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 219 379 612 421 318 338 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 1.00 1.00 0.85 0.52 0.52 1.00 1 11 11 11 I Lanes: 1.00 0.00 1.00 0.00 0,00 0.00 0.00 1.00 1.00 0.48 0.52 0.00 Saturation Flow Module: Final Sat.: 1461 0 1615 0 0 0 0 1900 1615 475 519 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 1.00 1.00 0.85 0.48 0.48 1.00 Capacity Analysis Module: Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.48 0.52 0.00 Vol /Sat: 0.19 0.00 0.22 0.00 0.00 0.00 0.00 0.28 0.26 0.61 0.61 0.00 Final Sat.: 1461 0 1615 0 0 0 0 1900 1615 437 465 0 Crit Moves: **** * 1 11 11 11 I Green /Cycle: 0.24 0.00 0.24 0.00 0.00 0.00 0.00 0.68 0.68 0.68 0.68 0.00 Capacity Analysis Module: Volume /Cap: 0.79 0.00 0.90 0.00 0.00 0.00 0.00 0.41 0.39 0.90 0.90 0.00 Vol /Sat: 0.19 0.00 0.23 0.00 0.00 0.00 0.00 0.32 0.26 0.73 0.73 0.00 Delay /Veh: 46.4 0.0 59.5 0.0 0.0 0.0 0.0 7.4 7.3 28.4 28.4 0.0 Crit Moves: * *• ' ' User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.22 0.00 0.22 0.00 0.00 0.00 0.00 0,70 0.70 0.70 0.70 0.00 AdjDal /Veh: 46.4 0.0 59.5 0.0 0.0 0.0 0.0 7.4 7.3 28.4 28.4 0.0 Volume /Cap: 0.85 0.00 1.05 0.00 0.00 0.00 0.00 0,46 0.37 1.05 1.05 0.00 DesignQueue: 12 0 16 0 0 0 0 10 8 6 6 0 Delay /Veh: 55.8 0.0 98.3 0.0 0.0 0.0 0.0 7.1 6.5 63.5 63.5 0.0 ************************************************ a a* * *** ******** * **** *'*' * * * * ** ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 55.8 0.0 98.3 0.0 0.0 0.0 0.0 7.1 6.5 63.5 63.5 0.0 DesignQueue: 13 0 17 0 0 0 0 11 8 6 6 0 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 27 -1 2023 914 Peak - Weekday Fri May 16, 2003 15:48:52 Page 28 -1 Gray's Crossing -' Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume 2000 HCM Operations Method (Future Volume Alternative) . * * *..* .. * * * * **** **** * **** * ** * * ******* ****. *** * *. * ******a *** *. *e...**** **a. ee * **x . *e.. * * *aa* ***** * + * * ******* ** * * *** * ** **** * ** ** *. * *x* * * * * ***** xaxaaaaa . aaxaa Intersection *20 Donner Pass Rd. b Bridge St. Intersection *20 Donner Pass Rd. 6 Bridge St. *** *******a* * *** * * ** * ** * ***a * + r * • * **** *** *axx * * **** ** a * ** ** **..a a * ** *** * * *.. ** * **e* ****e* *a* * ***** * **** a *** * * * ***a •a**• * ** * ** ** **x * * ******* * ** *** * * *x *** Cycle (sec): 100 Critical Vol. /Cap. (X): 0.964 cycle (sec): 100 Critical Vol. /Cap. (X): 1.012 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 46.4 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 54.4 Optimal Cycle: i 0 Optimal Cycle: OPTIMIZED Of Service: D ********************************************************************** * ** *a ** * * aa***** ** ***aa** * ** ** *a **« *** *e *a** * *e* * **e ** * ** * * ** ** ** e * ** a * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 0 - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 1 1 I I I I I I I I 11 I I I Control: Permitted Permitted Protected Protected Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1 Lanes: 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1 1 11 II 11 1 I II II 11 ! Volume Module: Volume Module: Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 23 0 0 0 0 58 6 11 10 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 153 258 679 11 126 26 37 495 163 637 500 11 Initial Fut: 145 245 668 10 120 25 35 528 161 616 485 10 Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 153 258 679 11 126 26 37 495 163 637 500 11 911£ Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 258 703 11 126 26 37 556 169 648 511 11 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final vol.: 153 258 679 22 126 26 37 495 163 637 500 11 Reduced Vol: 153 258 703 11 126 26 37 556 169 648 511 11 I 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 153 258 703 11 126 26 37 556 169 648 511 11 Adjustment: 0.87 1.00 0.85 0.64 0.64 0.64 0.95 0.96 0.96 0.95 1.00 0.85 1 11 II II I Lanes: 1.00 1.00 1.00 0.07 0.77 0.16 1.00 0.75 0.25 1.00 1.00 1.00 Saturation Flow Module: Final Sat.: 1661 1900 1615 82 938 194 1805 1376 453 1805 1900 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 II 11 1 Adjustment: 0.87 1.00 0.85 0.67 0.67 0.67 0.95 0.97 0.97 0.95 1.00 0.85 Capacity Analysis Module: Lanes: , 1.00 1.00 1.00 0.07 0.77 0.16 1.00 0.77 0.23 1.00 1.00 1.00 Vo1/Sat: 0.09 0.14 0.42 0.13 0.13 0.13 0.02 0.36 0.36 0.35 0.26 0.01 Final Sat.: 1645 1900 1615 86 987 204 1805 1406 427 1805 1900 1615 Crit Moves: ** * ** * 1 11 11 11 I Green /Cycle: 0.14 0.14 0.51 0.14 0.14 0.14 0.05 0.37 0.37 0.37 0.69 0.69 Capacity Analysis Module: Volume /Cap: 0.65 0.96 0.83 0.95 0.95 0.95 0.38 0.96 0.96 0.96 0.38 0.01 vol /Sat: 0.09 0.14 0.44 0.13 0.13 0.13 0.02 0.40 0.40 0.36 0.27 0.01 Delay /Veh: 47.2 87.7 28.1 97.7 97.7 97.7 48.3 56.4 56.4 57.3 6.9 5.0 Crit Moves: *** * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.13 0.13 0.49 0.13 0.13 0.13 0.05 0.39 0.39 0.35 0.69 0.69 AdjDel /Veh: 47.2 87.7 28.1 97.7 97.7 97.7 48.3 56.4 56.4 57.3 6.9 5.0 Volume /Cap: 0.69 1.01 0.89 0.95 0.95 0.95 0.39 1.01 1.01 1.01 0.39 0.01 DesignQueue: 7 13 21 1 6 1 2 19 6 25 9 0 Delay /Veh: 50.4 103 35.3 97.3 97.3 97.3 48.4 67.0 67.0 70.7 6.6 4.7 ***********««****««************ a»********** ***a** :e* *****a ** * ** * **a*a * ** * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 50.4 103 35.3 97.3 97.3 97.3 48.4 67.0 67.0 70.7 6.6 4.7 DesignQueue: 8 13 22 1 6 1 2 21 6 26 9 0 I Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS■C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 00 'lanai ' 09S. 04 PasuaoT. '3°666 6ufTMOO 000Z ( SI01'S'L x33;831 00 '306080 ' 0955 01 Pasu0061 'OOSSV 6011^' 0002 (0) 5101 5't xT33e3L ................................................. ............................... 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S,ABIO 4116 buT55013 s,Aelo V3. fiuTssolO s, Ae39 1-OE abed Z5:86:5I E00Z '91 Seal T33 Aep( - Head Wd 6302 T-02 abed 35:86:51 E002 '91 4884 T13 AePIOOM - 31806 Wd EZ03 • I ME M a l -_ ME _ ME i _ r MO MN - - - I n 1 Increased Development Alternative 2023 With Third Tahoe Donner Connector 1 No Project and Plus Project Intersection LOS With Mitigation Measures Summer Weekday PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a II IN MI MO I= MI a NMI S IIIII OS ® MP IS IIIN IN NOV 3 111M MI • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 1 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 2 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingNTE MOdLandUSewithMitigation.tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekday Base Development Forecast for PM Peak - Weekday Command: Default Command Volume: 2023 PM Peak - Weekday Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 8 Subzone Amount Units In Out In Out Trips Total Impact Fee: . Default Impact Fee Trip Generation: PM Peak - Weekday Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.39 0.26 78 52 130 15.2 Routes: Default Routes Zone 1 Subtotal 78 52 130 15.2 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.39 0.26 53 36 89 10.4 Zone 2 Subtotal 53 36 89 10.4 3 Planning Are 58.00 Single Famile 0.39 0.26 23 15 38 4.4 Zone 3 Subtotal 23 15 38 4.4 4 Planning Are 32.00 Single Family 0.39 0.26 12 8 20 2.3 Zone 4 Subtotal 12 8 20 2.3 • 5 Planning Are 18.00 Golf Course 0.67 0.84 12 15 27 3.1 5 Planning Are 5.00 Fitness Center 1.31 0.84 7 4 11 1.3 Zone 5 Subtotal 19 19 38 4.4 6 Planning Are 42.00 Single Family 0.39 0.26 16 11 . 27 3.1 Zone 6 Subtotal 16 11 27 3.1 7 Planning Are 29.00 Single Family 0.39 0.26 11 8 19 2.2 Zone 7 Subtotal 11 8 19 2.2 8 Planning Are 135.00 Apartment /Loft 0.42 0.20 57 27 : 84 9.8 8 Planning Are 120.00 Lodge 0.18 0.24 22 29 51 5.9 • Zone 8 Subtotal 79 56 135 15.7 9 Planning Are 120.00 Multi- Family 0.29 0.18 35 22 57 6.6 Zone 9 Subtotal 35 22 57 6.6 10 Church 17.50 Church 0.32 0.27 6 5 11 1.3 Zone 10 Subtotal 6 5 11 1.3 11 Planning Are 34.80 Specialty Beta 1.00 1.33 35 46 81 9.4 11 Planning Are 4.10 Office 0.23 1.12 1 5 6 0.7 11 Planning Are 16.00 Gas Station 6.02 6.02 96 96 192 22.4 11 Planning Are 15.00,Church 0.32 0.27 5 4 j 9 1.0 11 Planning Are 7.20 Community Cent 0.30 0.58 2 4 6 0.7 Zone 11 Subtotal 139 155 294 34.3 TOTAL 471 387 858 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 3 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:40:44 Page 4 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDMOdLandUSewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandosewithMitigation. tfx, Trip Distribution Report Turning Movement Report No Third Tahoe - Donner Connection PM Peak - Weekday Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 41 SR 89 6 Rainbow Dr. Base 0 470 245 0 210 0 0 0 0 120 0 0 1045 1 2.5 0.8 0.0 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 11 10 0 13 0 0 0 0 10 0 0 44 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 481 255 0 223 0 0 0 0 130 0 0 1089 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8,3 5.8 1.7 2.5 7.5 42 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 200 705 125 5 455 10 10 10 200 75 10 0 1805 6 2.5 0.8 0.8 8.3 4.2 10.0 0.3 5.8 1.7 2.5 7.5 Added 67 3 173 16 3 3 2 16 46 144 20 16 509 7 2.5 0.8 0.8 8.3 4.2 10.0 8,3 5.8 1.7 2.5 7.5 Total 267 708 298 21 458 13 12 26 246 219 30 16 2314 8 2.5 0.8 0.8 0.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 *3 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 115 0 115 0 0 0 0 50 0 210 70 0 560 11 3.0 3.0 1.0 1.0 2.0 10.0 7,0 5.0 1.0 2.0 7.0 Added 0 0 0 57 0 1 1 7 0 0 6 84 156 Total 115 0 115 57 0 1 1 57 0 210 76 84 716 To Gates 12 13 14 15 16 17 18 19 20 21 22 44 Prosser Dam Rd.. 6 Road A Zone Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Added 96 0 17 0 0 0 0 110 95 18 84 0 420 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 96 0 17 0 0 0 0 255 95 18 169 0 650 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 45 Prosser Dam Rd. 6 Road B 4 4.2 0.3 .0.0 0.0 . 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 9 0 2 0 0 0 0 113 14 2 93 0 233 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 9 0 2 0 0 0 0 258 14 2 178 0 463 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 46 Prosser Dam Rd. & Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 39 2 7 0 1 7 11 70 33 5 49 0 224 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 39 2 7 0 1 7 11 215 33 5 134 0 454 To Gates 47 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 145 0 0 85 0 230 Zone Added 0 0 0 0 0 7 10 67 0 0 47 0 131 Total 0 0 0 0 0 7 10 212 0 0 132 0 361 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3,3 . 48 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 ' Base 0 0 0 5 0 55 65 80 0 0 30 10 245 4 8.3 1.7 1.7 1.7 0.8 8.3 3,3 Added 8 0 0 0 0 35 52 3 12 0 4 0 114 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 8 0 0 5 0 90 117 83 12 0 34 10 359 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 6.3 3.3 410 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 425 515 0 0 220 410 515 0 160 0 0 0 2245 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 149 103 4 145 44 90 42 0 107 24 3 711 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 425 650 117 13 356 454 605 42 160 116 24 17 2979 Trafflx 7.5.1015 {c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Trafflx 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 111111 IIIIIII i - I n- I - a MO MO a - 1111111 elli a OM a NMI =II all MO a a is NM a MI a s MIS I= a a s ® a 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 4 -2 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 4 -3 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GrayscrossingNTDModLandosewithMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandOSeaithMitigation. tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 011 SR 267 6 1-80 WB Off /on Ramp *20 Donner Pass Rd. 6 Bridge St. Base 1060 345 0 0 370 10 0 0 0 595 0 455 2835 Base 145 245 645 10 120 25 35 470 155 605 475 10 2940 Added 0 216 0 0 102 150 0 0 0 0 0 37 505 Added 0 0 23 '0 0 0 0 58 6 11 10 0 108 Total 1060 561 0 0 472 160 0 0 0 595 0 492 3340 Total 145 245 668 10 120 25 35 528 161 616 485 10 3048 • 012 SR 261 6 I -80 EB Off /On Ramp 021 Bridge St. 6 West River St. Base 0 1405 640 340 625 0 0 0 695 0 0 0 3705 Base 655 795 30 55 575 210 190 20 570 25 20 45 3190 Added 0 90 0 30 72 0 125 0 0 0 0 0 317 Added 0 16 0 0 12 5 7 0 0 0 0 0 40 Total 0 1495 640 370 697 0 125 0 695 0 0 0 4022 Total 655 811 30 55 587 215 197 20 570 25 20 45 3230 013 SR 267 6 Brockway 053 Base 1330 1930 15 55 1145 180 80 5 990 10 5 35 5780 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 64 0 0 51 21 26 0 0 0 0 0 162 Added 0 0 0 6 0 10 0 27 0 0 10 0 53 Total 1330 1994 15 55 1196 201 106 5 990 10 5 35 5942 Total 0 0 0 6 0 10 0 21 0 0 10 0 53 014 SR 267 6 Schaffer Mill Rd. 854 Base 195 1455 130 335 1220 580 940 115 275 270 130 905 6550 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 46 0 9 37 5 7 0 0 0 0 11 115 Added 0 23 0 30 0 0 0 0 0 0 0 0 53 Total 195 1501 130 344 1257 585 947 115 275 270 130 916 6665 Total 0 23 0 30 0 0 0 0 0 0 0 0 53 015 SR 267 6 Northstar Dr. 060 Base 190 1320 30 5 1130 475 365 35 220 10 10 5 3795 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 35 0 0 28 9 12 0 0 0 0 0 84 Added 0 30 0 0 30 0 0 0 0 0 0 0 60 Total 190 1355 30 5 1158 484 377 35 220 10 10 5 3879 Total 0 30 0 0 30 0 0 0 0 0 0 0 60 *16 Donner Pass Rd. 6 Pioneer Trails 068 Base 355 470 0 0 475 120 205 0 460 0 0 0 2085 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 114 0 0 54 14 18 0 0 0 0 0 200 Added 14 0 0 0 0 0 0 0 15 0 0 0 29 Total 355 584 0 0 529 134 223 0 460 0 0 0 2285 Total 14 0 0 0 0 0 0 0 15 0 0 0 29 017 Donner Pass Rd. 6 1 -80 WB On Ramp Base 260 825 0 0 545 295 0 0 0 0 0 0 1925 Added 0 114 0 0 48 7 0 0 0 0 0 0 169 Total 260 939 0 0 593 302 0 0 0 0 0 0 2094 018 Donner Pass Rd. 6 1 -80 EB Off Ramp Base 0 815 0 0 410 0 265 0 315 0 0 0 1805 Added 0 106 0 0 48 D 8. 0 0 0 0 0 162 Total 0 921 0 0 458 0 273 0 315 0 0 0 1967 *19 Donner Pass Rd. 6 Gienshire Rd. Base 265 0 335 0 0 0 0 500 400 275 300 0 2075 Added 0 0 25 0 0 0 0 81 0 27 21 0 154 Total 265 0 360 0 0 0 0 581 400 302 321 0 2229 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to 1S4C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 5 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 5 -2 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandusewithMitigation. tfx) ( R1- 2023GraysCrossingNTtMOdLandUsewithMitigation .tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekday Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link MB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume 011 11e 1405 965 NB70fffOn Ramp m00 1180 0 1070 1070 1050 0 1050 5670 *1 SR 89 6 Rainbow Dr. Added 216 102 318 252 253 505 0 150 150 37 0 37. 1010 Base 715 330 1045 210 470 680 0 0 0 120 245 365 2090 Total 1621 1067 2688 632 1053 1685 0 1220 1220 1087 0 1087 6680 Added 21 23 44 13 11 24 0 0 0 10 10 20 88 Total 736 353 1089 223 481 704 0 0 0 130 255 385 2178 #129 SR 2675 -0 E3365 ff /On Ramp S 2370 695 0 695 0 980 980 7410 *2 SR 89 6 Prosser Dam Rd. Added 90 72 162 102 215 317 125 0 125 0 30 30 634 Base 1030 730 1760 470 715 1185 220 220 440 85 140 225 3610 Total 2135 1392 3527 1067 1620 2687 820 0 820 0 1010 1010 8044 Added 243 193 436 22 21 43 64 90 154 180 205 385 1018 Total 1273 923 2196 492 736 1228 284 310 594 265 345 610 4628 Base 3275 Brockway 1380 2045 3425 1075 1515 2590 50 75 125 11560 X3 Alder Dr. 6 Thayer Dr. Added 64 51 115 72 90 162 26 21 47 0 0 0 324 Base 230 210 440 0 0 0 50 165 235 280 165 445 1120 Total 3339 2196 5535 1452 2135 3587 1101 1536 2637 50 75 125 11684 Added 0 0 0 58 85 143 8 7 15 90 64 154 312 Total 230 210 440 58 85 143 58 192 250 370 229 599 1432 Base 1780617 Schaffer Mill Rd. 3545 21353300 5435 1330 905 2235 1305 580 1885 13100 X4 Prosser Dam Rd. 6 Road A Added 46 37 83 51 64 115 7 5 12 11 9 20 230 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1826 1802 3628 2186 3364 5550 1337 910 2247 1316 589 1905 13330 Added 113 113 226 0 0 0 205 180 385 102 127 229 840 Total 113 113 226 0 0 0 350 265 615 187 272 459 1300 X15 SR 267 6 Northstar Dr. Base 1540 1360 2900 1610 1690 3300 620 675 1295 25 70 95 7590 *5 Prosser Dam Rd. 6 Road B Added 35 28 63 37 47 84 12 9 21 0 0 0 168 Base 0 0 0 0 . 0 0 145 85 230 - 85 145 230 460 Total 1575 1388 2963 1647 1737 3384 632 684 1316 25 70 95 7758 Added 11 16 27 0 0 0 127 102 229 95 115 210 466 Total 11 16 27 0 0 0 272 187 459 180 260 440 926 *16 Donner Pass Rd. 6 Pioneer Trails Base 825 935 1760 595 675 1270 665 475 1140 0 0 0 4170 46 Prosser Dam Rd. 6 Road C Added 114 54 168 68 132 200 18 14 32 0 0 0 400 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 939 989 1928 663 807 1470 683 489 1172 0 0 0 4570 Added 48 39 87 8 13 21 114 95 209 54 77 131 448 Total 48 39 87 8 13 21 259 180 439 139 222 361 908 X17 Donner Pass Rd. 6 I -80 WB On Ramp Base 1085 545 1630 840 825 1665 0 555 555 0 0 0 3850 R7 Prosser Dam Ad. 6 Road D Added 114 40 162 55 114 169 0 7 7 0 0 0 338 Base 0 0 0 0 0 0 145 85 230 85 145 230 460 Total 1199 593 1792 895 939 1834 0 562 562 0 0 0 4188 Added 0 0 0 7 . 10 17 77 54 131 47 67 114 262 Total 0 0 0 7 10 17 222 139 361 132 212 344 722 Rd. 8 Ramp 410 1080 1490 580 0 580 0 0 ' 0 3610 k8 Prosser Dam Rd. 6 East Alder Creek Rd. Added 106 48 154 48 114 162 8 0 8 0 0 0 324 Base 0 0 0 60 75 135 145 85 230 40 85 125 490 Total 921 773 1694 458 1194 1652 588 0 588 0 0 0 3934 Added 8 12 20 35 52 87 67 47 114 4 3 7 228 Total 8 12 20 95 127 222 212 132 344 44 88 132 718 *19 85Glenshire Rd. 0 900 565 1465 575 835 1410 4150 X10 SR 89 6 Donner Pass Rd. Added 25 27 52 0 0 0 81 21 102 48 106 154 308 Base 940 380 1320 630 1030 1660 675 835 1510 0 0 0 4490 Total 625 702 1327 0 0 0 981 586 1567 623 941 1564 4458 Added 252 .252 504 193 242 435 132 68 200 134 149 283 1422 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1192 632 1824 023 1272 2095 807 903 1710 157 172 329 5958 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 11111 11111 In NM MO la NS i In i MO BM MI MI t en 1E1 NM a 1 lel 1! 1 1 - s! al ® a1 ® i® a s 2023 PM Peak - Weekday Fri May 16, 2003 15:48:44 Page 5 -3 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 6 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandusewithMitigation. tfx) ( R1- 2023GraysCrossingNTOModLandUsewithMitigation. tfx) Volume NB Link SB Link EB Link BB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 1035 880 1915 155 290 445 660 645 1305 1090 1125 2215 5880 LOS Veh C LOS Veh C Added 23 17 40 0 0 0 64 10 74 21 81 102 216 4 2 SR 89 6 Prosser Dam Rd. B 10.9 0.692 D 37.2 1.023 +26.282 D/V Total 1058 097 1955 155 290 445 724 655 1379 1111 1206 2317 6096 0 10 SR 89 6 Donner Pass Rd. B 14.5 0.646 C 29.1 0.920 +14.579 D/V 021 Bridge St. 6 West River St. Base 1480 1170 2650 840 1030 1870 780 805 1665 90 105 195 6380 0 11 SR 267 6 I -80 WB Off /On Ramp D 41.9 0.910 0 48.8 0.973 + 6.904 D/V .. Added 16 12 28 17 23 40 7 5 12 0 0 0 80 Total 1496 1182 2678 857 1053 1910 787 890 1677 90 105 195 6460 0 12 SR 267 6 1 -80 EB off /On Ramp B 13.3 0.724 C 25.9 0.881 +12.529 D/V 053 0 13 SR 267 6 Brockway C 31.2 0.917 D 36.3 0.959 + 5.084 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 16 0 16 27 20 47 10 33 43 106 4 14 SR 267 6 Schaffer Mill Rd. E 60.2 0.982 E 63.7 1.001 + 3.499 D/V Total 0 0 0 16 0 16 27 20 47 10 33 43 106 If 15 SR 267 6 Northstar Dr. C 28.7 0.889 C 30.6 0.912 + 1.900 D/V 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Donner Pass Rd. 6 Pioneer Trai C 23.2 0.929 C 27.3 0.985 + 4.161 D/V Added 23 0 23 30 23 53 0 0 0 0 30 30 106 Total 23 0 23 30 23 53 0 0 0 0 30 30 106 4 18 Donner Pass Rd. 6 I -80 EB Off B 15.0. 0.769 B 17.8 0.837 + 2.774 D/V 060 0 19 Donner Pass Rd. 6 Glenshire Rd C 26.6 0.899 D 43.3 1.045 +16.655 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 30 30 60 30 30 60 0 0 0 0 0 0 120 0 20 Donner Pass Rd. 6 Bridge St. D 46.4 0.964 D 54.4 1.012 + 7.954 D/V Total 30 30 60 30 30 60 0 0 0 0 0 0 120 0 21 Bridge St. 6 West River St. E 63.2 1.007 E 64,8 1.015 + 1.690 D/V 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 14 15 29 0 0 0 15 14 29 0 0 0 58 Total 14 15 29 0 0 0 15 14 29 0 0 0 58 -- Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 7 -1. • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 8 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDMOdLandUSewithMitigation .tfx) ( R1- 2023GraysCrossingNTDMOdLandUSewlthMitigation. tfx) Leval Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative)- 2000 ECM Operations Method (Future Volume Alternative) . Intersection 42 SR 89 6 Prosser Dam Rd. Intersection 02 SR 89 6 Prosser Dam Rd. Cycle (sec): 70 critical Vol. /Cap. (X): 0.692 Cycle (sec): 70 Critical Vol. /Cap. (X): 1.023 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 10.9 Loss Time (sec): 8 1YSR ■ 4 sec) Average Delay (sac /veh): 37.2 Optimal Cycle: 44 Level Of Service: B Optimal Cycle: 180 Leval Of Service: D Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R 11 L- T- R 1 1 11 II 11 1 I II II Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 11 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 11 0 0 1 11 11 II I 1 11 II II 1 Volume Module: Volume Module: Base Vol: 200 705 125 5 455 10 10 10 200 75 10 Base Vol: 200 705 125 5 455 10 10 10 200 75 10 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 705 125 5 455 10 10 10 200 75 10 Initial Bse: 200 705 125 5 455 10 10 10 200 75 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 67 3 173 16 3 3 2 16 46 144 20 16 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PassersyVol: 0 0 0 0 0 0 0 0 0 0 0 0 . PHF Volume: 211 742 132 5 479 11 11 11 211 79 11 Initial Fut: 267 708 298 21 458 13 12 26 246 219 30 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 211 742 132 5 479 11 11 11 211 79 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 PHF Volume: 281 745 314 22 482 14 13 27 259 231 32 17 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 211 742 132 5 479 11 11 11 211 79 11 Reduced Vol: 281 745 314 22 482 14 13 27 259 231 32 17 1 11 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 281 745 314 22 482 14 13 27 259 231 32 17 Adjustment: 0.44 0.98 0.98 0.22 1.00 1.00 0.87.0.87 0.87 0.46 0.46 1.00 - 1 11 11 11 1 Lanes: 1.00 0.85 0.15 1.00 0.98 0.02 0.05 0.05 0.90 0.88 0.12 0.00 Saturation Flow Module: Final Sat.: 830 1576 280 409 1852 43 78 78 1490 771 107 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.39 0.96 0.96 0.10 1.00 1.00 0.87 0.87 0.87 0.46 0.46 0.46 Capacity Analysis Module: Lanes: 1.00 0.70 0.30 1.00 0.97 0.03 0.04 0.09 0.87 0.83 0.11 0.06 Vol /Sat: 0.25 0.47 0.47 0.01 0.26 0.26 0.14 0.14 0.14 0.10 0.10 0.00 Final Sat.: 739 1276 538 190 1839 53 72 149 1429 717 99 53 Crit Moves: * * ** **** 1 11 11 11 1 Green /Cycle: 0.68 0.68 0.68 0.68 0.68 0.68 0.20 0.20 0.20 0.20 0.20 0.00 Capacity Analysis Module: Volume /Cap: 0.37 0.69 0.69 0.02 0.38 0.38 0.69 0.69 0.69 0.50 0.50 0.00 Vol /Sat: 0.38 0.58 0.58 0.12 0.26 0.26 0.18 0.18 0.18 0.32 0.32 0.32 Delay /Veh: 5.2 8.4 8.4 3.6 5.0 5.0 31.8 31.8 31.8 26.9 26.9 0.0 Crit Moves: * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.57 0.57 0.57 0.57 0.57 0.57 0.32 0.32 0.32 0.32 0.32 0.32 AdjDel /Veh: 5.2 8.4 8.4 3.6 5.0 5.0 31.8 31.8 31.8 26.9 26.9 0.0 Volume /Cap: 0.67 1.02 1.02 0.20 0.46 0.46 0.58 0.58 0.58 1.02 1.02 1.02 DesignQueue: 3 10 2 0 6 0 0 0 7 2 0 ' 0 Delay /Veh: 14.4 48.9 48.9 8.2 9.1 9.1 21.6 21.6 21.6 84.3 84.3 84.3 . ** **** * **. ***** u »` * * ** . * *** * ** *** ** *** *** ** ** ** ** User De1Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del /Veh: 14.4 48.9 48.9 8.2 9.1 9.1 21.6 21.6 21.6 84.3 84.3 84.3 Oesi4. Queue 5 ***. 5***** 6***** 0**** 9* **** 0 **** * * *.*. * * * *.* ** * ** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO - Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO la i M- NE M M M MI MI e Mg - MI - - a MO n 1 11111 - 1 1 11111 11111 a 11111 11111 s® 11111 11111 f® 1 ■i■ r • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 9 -1 . 2023 914 Peak - Weekday Fri May 16, 2003 15:48:51 Page 10 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCr0ssingNTDModLandusewithMitigatiOn .tfx) ( R1- 2023GraysCrossingNTDMOdLandUsewithMitigation. tfx) Level Of Service Corr utation Report Level Of Service Computation Report 2000 HEM Operations Method (Base Volume Alternative) 2000 HEM Operations Method (Future Volume Alternative) i 111. • 11 tf ♦ ,: • 11111.....111111111111 ..1111111111.1.1111.111.1.11111 11 11} 11111111.1 1111111 11111 *******11 1111111..111111.11:111 }.lhh*** Intersection 010 SR 89 & Donner Pass Rd. Intersection 010 SR 89 6 Donner Pass Rd. 11.1...111"1111 1:,..111.... :...1.....,1.1..... .... "11111.."111.1.11 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.646 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.920 Lass Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 14.5 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 29.1 Optimal Cycle: 50 Level Of Service: B Optimal Cycle:OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound west Bound Approach: North Bound South Sound East Bound West Bound Movement: L- T- R L- T- R L - T- R L- T- R Movement: L T- R L- T- R !-T- R L- T- R I II II II I I II II II I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 11 0 0. Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 11 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 425 515 220 410 515 160 Base Vol: 425 515 0 0 220 410 515 0 160 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 425 515 220 410 515 160 Initial Bse: 425 515 0 0 220 410 515 0 160 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 149 103 4 145 44 90 42 0 107 24 3 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 9 -9 0 0 0 0 9 0 14 PHF Volume: 447 542 232 432 542 168 Initial Fut: 425 650 117 13 356 454 605 42 160 116 24 17 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 Reduced Vol: 447 542 232 432 542 168 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 447 684 123 14 375 478 637 44 168 122 25 18 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 '0 . 0 0 0 0 0 0 0 0 0 0 Final Vol.: 447 542 232 432 542 168 Reduced Vol: 447 684 123 14 375 478 637 44 168 122 25 18 I ' II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 447 684 123 14 375 478 637 44 168 122 25 18 Adjustment: 0.61 1.00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 '1 II II II ■ Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1153 1900 0 1900 1900 . 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II 11 I Adjustment: 0.47 0.98 0.98 0.15 1.00 0.85 0.92 0.88 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.85 0.15 1.00 1.00 1.00 2.00 0.21 0.79 0.74 0.15 0.11 Vol /Sat: 0.39 0.29 0.00 0.00 0.12 0.27 0.15 0.00 0.10 0.00 0.00 0.00 Final Sat.: 895 1573 283 279 1900 1615 3502 347 1326 1334 273 197 Crit Moves: 1 11 11 11 I Green /Cycle: 0.60 0.60 0.00 0.00 0.60 0.60 0.24 0.00 0.24 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.65 0.48 0.00 0.00 0.20 0.45 0.65 0.00 0.43 0.00 0.00 0.00 Vol /Sat: 0.50 0.43 0.43 0.05 0.20 0.30 0.18 0.13 0.13 0.09 0.09 0.09 Delay /Veh: 11.9 8.7 0.0 0.0 6.9 8.5 27.4 0.0 25.0 0.0 0.0 0.0 Crit Moves: 1 " - "" "" User DelAdj: 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.20 0.20 0.20 0.10 0.1D 0.10 AdjDel /Veh: 11.9 8.7 0.0 0.0 6.9 8.5 27.4 0.0 25.0 0.0 0.0 0.0 Volume /Cap: 0.92 0.80 0.80 0.09 0.36 0.55 0.92 0.64 0.64 0.92 0.92 0.92 DesignQueue: 8 10 0 0 4 8 18 0 5 0 0 0 Delay /Veh: 38.4 18.5 18.5 8.5 10.0 11.8 47.0 31.8 31.8 78.3 78.3 78.3 • 1...11.1.111111.11 ...1111.1.11....111111..11..11. ..1111....111111..1..1111..1..1 user DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 38.4 18.5 18.5 8.5 10.0 11.8 47.0 31.8 31.8 78.3 78.3 78.3 Designgueue: 9 15 3 0 8 10 22 2 6 5 1 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Trafflx 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 11 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 12 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( 81- 2023GraysCrossingMTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingN' rtModLantlVsewithMitigation.tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ' ' f i Intersection 411 / 5R 267 6I -80WB Off /On Ramp Intersection 811 SR 267 6 I -80 WB Off /On Ramp ."..". «. "....."".r.""... *** ** """...**** * *"""r. «""" «"x".... "....""".""" Cycle (sec): 100 Critical Vol. /Cap. (X): 0.910 Cycle (sec): 100 Critical Vol. /Cap. (X): 0.973 Loss Time (sec): 12 (Y +R - 4 sect Average Delay (sec /veh): 41.9 Loss Time (sec): 12 (Y +R • 4 sec) Average Delay (sec /veh): 48.8 Optimal Cycle: 114 Level Of service: D Optimal Cycle: 159 Level of Service: 0 Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R 1. - T- R L- T- R Movement: L -T -R L T R L T R L T R 1 11 - II 11 1 1 11 II 11 I Control; Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 0 0' 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 1 11 11 11 1 1 11 II 11 I Volume Module: Volume Module: Base Vol: 1060 345 370 10 0 595 45 Base Vol: 1060 345 370 10 595 45 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Initial Bse: 1060 345 370 10 0 595 45 Initial. Bee: 1060 345 370 10 595 45 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.0 0.0 Added Vol: 0 216 102 150 0 3 PHF Adj; 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.9 0.95 0.9 0.0 PasserByVol: 0 0 0 0 0 - PHF Volume: 1116 363 389 11 0 626 Initial Fut: 1060 561 472 160 595 49 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduced vol: 1116 363 389 11 0 626 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.0 0.0 PHF Volume: 1116 591 497 168 626 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1116 363 389 11 0 626 Reduced Vol: 1116 591 497 168 626 1 II II II ) PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1116 591 497 168 626 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 1 11 11 II 1 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Saturation Flow Module: Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2260 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 II 11 I Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.60 1.00 1.00 Capacity Analysis Module: Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Vol /Sat: 0.32 0.19 0.00 0.00.0.20 0.01 0.00 0.00 0.00 0.28 0.00 0.00 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2267 1900 0 Crit Moves: "" «"" "* I 11 11 11 1 Green /Cycle: 0.35 0.58 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.30 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.90 0.33 0.00 0.00 0.90 0.03 0.00 0.00 0.00 0.92 0.00 0.00 - Vol /Sat: 0.32 0.31 0.00 0.00 0.26 0.10 0.00 0.00 0.00 0.28 0.00 0.00 Delay /Veh: 40.2 11.1 0.0 0.0 59.5 30.1 0.0 0.0 0.0 52.0 0.0 0.0 Crit Moves: "" "" `""* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.33 0.60 0.00 0.00 0.27 0.27 0.00 0.00 0.00 0.28 0.00 0.00 AdjDel /Veh: 40.2 11.1 0.0 0.0 59.5 30.1 0.0 0.0 0.0 52.0 0.0 0.0 Volume /Cap: 0.96 0.52 0.00 0.00 0.96 0.38 0.00 0.00 0.00 0.99 0.00 0.00 Designqueue: 43 9 0 0 18 0 0 0 0 25 0 0 Delay /Veh: 51.3 11.9 0.0 0.0 66.5 30.2 0.0 0.0 0.0 69.9 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 51.3 11.9 0.0 0.0 66.5 30.2 0.0 0.0 0.0 69.9 0.0 0.0 • DesignQueue: - 45 14 0 0 22 7 0 0 0 26 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L560 , Denver, CO 11111 11111 11111 11111 11111 11111 11111 1E111 11111 11111 11111 11111 1111 11111 1 1 1 11111 1 - - e 11111 s ■M - MB all n MIS MID al me aw as a r a 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 13 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 14 -1 Gray's Crossing Gray', Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023crayacrossingNTDModlandOsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModtandUSewlthMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) x . . xxx. xx xxxxx *xx xxxx xxx x******xxxxxxxxxxx x uxxxxxx xxxx xx xxxx xxxxxxx x xxr x..xx x x Intersection %12 SR 267 6 1 -80 EB Off /On Ramp Intersection 412 SR 267 6 I-80 EB Off /On Ramp Cycle (800): 80 Critical Vol. /Cap. (X): 0.724 Cycle (sec): 80 Critical Vol. /Cap. (X): 0.881 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 13.3 L093 Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 25.9 Optimal Cycle: 59 Level Of Service: B Optimal Cycle:. 91 Level Of Service: xxx. .xxx C xxx x xxx **** x xx xx xxxx+ xxxx ******xxxxxxxxxxxxsxxxxxxxcxxxx xx xxx xx xxsx x xx x xxxx x •xxxx x x xxxxxxxxxx x xxxx •.xxx •xxxxx xxx •xxxxxxxxxx xxxxx.x xxxxx xxx xxx Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound went Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L- T- R L - T- R L - T- R L- T- R I II II II 1 1 11 11 11 I Control: Permitted Protected Permitted Permitted Control: Permitted Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 1 11 11 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 1405 640 340 625 69 0 Base Vol: 1405 640 340 625 0 69 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.00 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bae:. 1405 640 340 625 69 0 Initial Bse: 1405 640 340 625 0 69 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.00 1.0 Added Vol: 90 0 30 72 125 PNF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.0 0.9 0.95 0.9 PasserByVol: 0 0 0 0 0 PNF Volume: 1479 674 358 658 0 Initial Fut: 1495 640 370 697 125 69 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1479 674 358 658 0 PHF Adj: 0,9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.00 1.0 PHF Volume: 1574 674 389 734 132 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.0 1.0 0.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1479 674 358 658 0 Reduced Vol: 1574 674 389 734 132 I II II II 1 PCE Adj: 1,0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1574 674 389 734 132 Adjustment: .1.00 0.95 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 II II 11 1 Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 3610 1615 1805 1900 0 0 1900 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 II 1 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.41 0.42 0.20 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00' Final Sat.: 0 3610 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: I II 11 11 I Green /Cycle: 0.00 0.58 0.58 0.27 0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.71 0.72 0.72 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.44 0.42 0.22 0.39 0.00 0.10 0.00 0.00 0.00 0.00 0.00 DelayiVeh: 0.0 13.3 15.2 31.6 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: xxxx xxx' xxx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.51 0.51 0.25 0.77 0.00 0.08 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 13.3 15.2 31.6 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.85 0.81 0.85 0.50 0.00 1.19 0.00 0.00 0.00 0.00 0.00 Designoueue: 0 31 14 12 5 0 0 0 0 0 0 0 Delay/Veh: 0.0 20.6 22.3 42.2 3.8 0.0 181.3 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 20.6 22.3 42.2 3.8 0.0 181.3 0.0 0.0 0.0 0.0 0.0 Designoueue: 0 38 16 14 8 0 5 0 0 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:49:51 Page 15 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 16 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUSewithMitigaticn .tfx) ( R1- 2023GraysCrossingMTDModLandUaewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) . 2000 HCM Operations Method (Future Volume Alternative) u * a a ***a *** ********** aaa *********u*******u*****uaaa . * ..*aa* **** Intersection 013 SR 267 6 Brockway . Intersection 813 SR 267 6 Brockway *aura******* ** u *** ***e** ** *u*a ***********asaau* *aaa**sa. a*u.*. *. a*r.*a aaa Cycle (sec): 120 Critical Vol. /Cap. (X): 0.917 Cycle (sec): 120 Critical Vo1. /Cap. (X): 0.959 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 31.2 Loss Time (sec): 16 (Y +R - 4 sec) Average Delay (sec /veh): 36.3 Optimal Cycle: 139 Level Of Service: C Optimal Cycle: *68 Level Of aaaa**** ** *e. * r aaaa** *a aaaa*** r** ***** * * a u* arr*a Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L- T- R L- T- R L-1- R Movement: L -T -R L T R L T R L T R 1 11 11 11 1 1 11 11 11 1 Control: Protected Protected Permitted Permitted . Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 11 0 0 Lanes: 2 0 1 1 0 1 0 2 0 1 0 1 0 0 1 0 0 11 0 0 I 11 11 11 1 1 11 11 11 1 Volume Module: Volume Module: Base Vol: 1330 1930 15 55 1145 180 80 5 99 10 5 35 Base Vol: 1330 1930 15 55 1145 180 80 99 10 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 1.00 1.0 1.00 Initial Bse: 1330 1930 15 55 1145 180 80 5 99 10 5 35 Initial Bse: 1330 1930 15 55 1145 180 80 99 10 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 1.00 Added Vol: 0 64 0 0 51 21 26 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.95 PaaserByVol: 0 0 0 0 0 0 0 0 0 PHF Volume: 1400 2032 16 58 1205 189 84 5 11 5 37 Initial Fut: 1330 1994 15 55 1196 201 106 99 10 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Reduced Vol: 1400 2032 16 58 1205 189 84 5 11 5 37 PHF Ad]: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 0.0 0.95 0.9 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 1.00 PHF Volume: 1400 2099 16 58 1259 212 112 11 37 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 Final Vol.: 1400 2032 16 58 1205 189 84 5 11 5 37 Reduced Vol: 1400 2099 16 58 1259 212 112 11 37 I 11 11 11 1 _. PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00" 1.00 1.00 1.00 1.00 1.00 1.0 0.0 1.00 1.0 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1400 2099 16 58 1259 212 112 11 37 Adjustment: 0.92 0.95 0.95 0.95 0.95 0.85 0.76 0.76 1.00 0.81 0.81 0.81 1 11 11 11 I Lanes: 2.00 1.98 0.02 1.00 2.00 1.00 0.94 0.06 1.00 0.21 0.09 0.70 Saturation Flow Module: Final Sat.: 3502 3578 28 1805 3610 1615 1365 81 1900 321 146 1079 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.92 0.95 0.95 0.95 0.95 0.85 0.74 0.74 1.00 0.80 0.80 0.80 Capacity Analysis Module: Lanes: 2.00 1.98 0.02 1.00 2.00 1.00 0.96 0.04 1.00 0.21 0.09 0.70 Vol /Sat: 0.40 0.57 0.57 0.03 0.33 0.12 0.06 0.06 0.00 0.03 0.03 0.03 Final Sat.: 3502 3579 27 1805 3610 1615 1353 60 1900 314 143 1055 Grit Moves: 1 11 11 11 1 Green /Cycle: 0.44 0.76 0.76 0.04 0.36 0.36 0.07 0.07 0.00 0.07 0.07 0.07 Capacity Analysis Module: Volume /Cap: 0.92 0.75 0.75 0.75 0.92 0.32 0.92 0.92 0.00 0.51 0.51 0.51 Vol /Sat: 0.40 0.59 0.59 0.03 0.35 0.13 0.08 0.08 0.00 0.04 0.04 0.04 Delay /Veh: 41.0 9.4 9.4 89.8 46.8 27.8 120.7 121 0.0 58.3 58.3 58.3 Crit Moves: * * ** aaaa aaaa User DelAd]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.42 0.74 0.74 0.04 0.36 0.36 0.09 0.09 0.00 0.09 0.09 0.09 AdjDel /Veh: 41.0 9.4 9.4 89.8 46.8 27.8 120.7 121 0.0 58.3 58.3 58.3 Volume /Cap: 0.96 0.79 0.79 0.79 0.96 0.36 0.96 0.96 0.00 0.41 0.41 0.41 Design0ueue: 58 38 0 4 56 8 500102 Delay /Veh: 48.9 11.5 11.5 100.2 53.4 28.4 123.1 223 0.0 54.0 54.0 54.0 **.• auu*uaaua au***uua***u u u u a.. aua ***ras a a * **ua * u ue * . a s * ***.. a * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Dai /Veh: 48.9 11.5 11.5 100.2 53.4 28.4 123.1 123 0.0 54.0 54.0 54.0 Designpueue: 60 43 0 4 59 9 7 0 0 1 0 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO OM S MI O MI N _ • OM • f MI MR OM e i IS OM i u®_ u u_ u u a u! ut IIIII u au u u u u 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 17 -1 - 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) - ( R1- 2023GraysCrossingNTDMOdLandUSewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) f 1f♦ RfRRR♦ ff f• R ♦ff****** ff♦ ♦♦f ♦•f ♦f********* ** *♦1f•♦ ♦f f♦•• ♦*** ***** ************ Intersection 814 SR 267 & Schaffer M111 Rd. Intersection *14 SR 267 & Schaffer Mill Rd. f f f• 1R R♦f************f♦♦♦fff♦♦f♦fR♦♦•ff******* * *Rff ******* *****************f♦ •• •♦ •ff**R• ••f*f*** ****** ** • • f ***** f } f ♦ 1R 11R 1R} 1ff} 1fR ♦♦•fR 1ffR••ff• 11f f f •Rif♦ •**** Cycle (sec): 115 Critical Vol. /Cap. (X): 0.982 Cycle (see): 115 Critical Vol. /Cap. (X): 1.001 Loss Time (sec): 16 (Y+R - 4 sec) Average Delay (sec /veh): 60.2 Loss Time (sec): 16 (Y4R ■ 4 sec) Average Delay (sec /veh): 63.7 Optimal Cycle: 180 Level Of Service: E Optimal Cycle:OPTIMIZED Level Of Service: E f f♦♦ 1f f ♦ ♦♦♦ •♦ ♦ f •f ♦ ♦♦ ♦ f fR ♦ f ♦R ♦}1R••♦111 R♦♦f * ************ ***** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L- T- R I 11 II II I 1 II II 11 I Control: Protected Protected Protected Protected Control: Protected Protected Protected Protected Rights: Include Ignore Ignore Ignore Rights: Include Ignore Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 0 1 1 0 1 0 1 I 11 11 11 I I II II 11 I Volume Module: Volume Module: Base Vol: 195 1455 130 335 1220 58 940 115 27 270 130 90 Base Vol: 195 1455 130 335 1220 58 940 115 27 270 130 90 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 1.0 1.00 1.00 1.0 ' Initial Bse: 195 1455 130 335 1220 58 940 115 27 270 130 90 Initial Bse: 195 1455 130 335 1220 58 940 115 27 270 130 90 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Added Vol: 0 46 0 9 37 7 0 0 0 1 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 PasserByVol; 0 0 0 0 0 0 0 0 0 PHF Volume; 205 1532 137 353 1284 989 121 284 137 Initial Fut; 195 1501 130 344 1257 58 947 115 27 270 130 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Reduced Vol: 205 1532 137 353 1284 989 121 284 137 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.0 0.95 0.95 0.0 0.95 0.95 0.0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 PHF Volume: 205 1580 137 362 1323 997 121 284 137 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Final Vol.: 205 1532 137 353 1284 989 121 284 137 Reduced Vol: 205 1580 137 362 1323 997 121 284 137 1 II II 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Saturation Flow Module: MLF Adj: 1.00.1.00 1.00 1.00 1.00 0.0 1.00 1.00 0.0 1.00 1.00 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 205 1580 137 362 1323 997 121 284 137 Adjustment: 0.95 0.91 0.85 0.95 0.95 1.00 0.92 1.00 1.00 0.95 1.00 1.00 I II II 11 1 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Saturation Flaw Module: Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 11 I Adjustment: 0.95 0.91 0.85 0.95 0.95 1.00 0.92 1.00 1.00 0.95 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 .1.00 1.00 1.00 1.00 Vol /sat: 0.11 0.30 0.08 0.20 0.36 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Final Sat.: 1805 5187 1615 1805 3610 1900 3502 1900 1900 1805 1900 1900 Crit Moves: **** *** ** ** 1 11 II 11 I Green /cycle: 0.12 0.30 0.30 0.20 0.38 0.00 0.29 0.10 0.00 0.26 0.07 0.00 Capacity Analysis Module: Volume /Cap: 0.94 0.98 0.28 0.98 0.94 0.00 0.98 0.61 0.00 0.61 0.98 0.00 Vol /Sat: 0.11 0.30 0.08 0.20 0.37 0.00 0.28 0.06 0.00 0.16 0.07 0.00 Delay /Veh: 94.1 58.5 31.0 88.4 46.9 0.0 64.6 54.9 0.0 40.1 124 0.0 Crit Moves: "" ' "f **** ♦f•• User DelAdj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.12 0.30 0.30 0.20 0.39 0.00 0.28 0.10 0.00 0.25 0.07 0.00 AdjDel /Veh: 94.1 58.5 31.0 88.4 46.9 0.0 64.6 54.9 0.0 40.1 124 0.0 Volume /Cap: 0.95 1.00 0.28 1.00 0.95 0.00 1.00 0.62 0.00 0.62 1.00 0.00 DesignQueue: 12 74 6 19 56 0 48 7 0 14 8 0 Delay /Veh: 97.9 63.0 30.7 93.6 48.5 0.0 70.0 55.4 0.0 40.6 131 0.0 ♦•• 1f R•f•fR♦♦♦fff •1f1f♦♦fffR }f•fR ♦R1f1f « ♦1f•sf•f f ♦ ♦ ♦1R• ♦ ♦11 f• ♦ «} «11 *Rff.fm* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 97.9 63.0 30.7 93.6 48.5 0.0 70.0 55.4 0.0 40.6 131 0.0 DesignQueue: 12 76 6 19 57 0 49 7 0 14 8 0 • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • • 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 19 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:46:51 Page 20 -1 Gray's Crossing - Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) (R1- 2023GraysCrossingNTDModLandUSewithMitigatlon. tfx) Level Of Service Computation Report Level Of service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 015 SR 267 6 Northstar Dr. Intersection 015 SR 267 6 Northstar Dr. . ** ************************************* *** * ** * * * ** ** * * * ** * ** * *** *** * ** Cycle (sec): 75 Critical Vol. /Cap. (X): 0.889 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.912 Loss Time (sec): 12 (Y+R - 4 sec) Average Delay (sec /veh): 28.7 Loss Time (sec): 12 (Y4R - 4 sec) Average Delay (sec /veh): 30.6 Optimal Cycle: 90 Level Of Service: C Optimal Cycle: 98 Level Of Service: C ***. **** * ** ** * ** * * *a ** * ** u*** * +a*** ** a** **x *aa ** *aa***x** * *** a * *a**** as ** **** * * Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L- T- R I II 11 II I I II 11 11 I Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 0 1 0 0 1 1 0 0 1 0 Lanes: 1 0 1 1 0 1 0 2 0 1 0 1 0 0 1 1 0 0 1 0 1 11 II 11 1 1 11 11 11 I Volume Module: Volume Module: Base Vol: 190 1320 30 5 1130 475 365 35 220 10 10 5 Base Vol: 190 1320 30 1130 475 365 35 220 10 10 Growth Adj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj; 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bse: 190 1320 30 5 1130 475 365 35 220 10 10 5 Initial Bse: 190 1320 30 1130 475 365 35 220 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 Added Vol: 0 35 0 28 9 12 0 0 0 0 PHF Adj: 0.95 0.95. 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 200 1389 32 5 1189 500 384 37 232 11 11 5 Initial Fut: 190 1355 30 1158 484 377 35 220 10 10 Reduct Vol: 0 0 0 0 0 0 0 '0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduced Vol: 200 1389 32 5 1189 500 384 37 232 11 11 5 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 1426 32 1219 509 397 37 232 11 11 MLF Adj: 1,00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol.: 200 1389 32 5 1189 500 384 37 232 11 11 5 Reduced Vol: 200 1426 32 1219 509 397 37 232 11 11 1 11 11 II 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Saturation Flow Module: PB,F Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 200 1426 32 1219 509 397 37 232 11 11 Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0.30 0.95 0.95 I 11 11 11 I Lanes: 1,00 1.95 0.05 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Saturation Flow Module: Final Sat.: 1805 3518 81 1805 3610 1615 1251 121 1615 562 1245 566 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II 11 II 1 Adjustment: 0.95 0.95 0.95 0.95 0.95 0.85 0.72 0.72 0.85 0.28 0.95 0.95 capacity Analysis Module: Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 0.91 0.09 1.00 1.00 0.69 0.31 Vol /Sat: 0.11 0.39 0.39 0.00 0.33 0.31 0.31 0.31 0.14 0,02 0.01 0.01 Final Sat.: 1805 3520 79 1805 3610 1615 1250 116 1615 540 1245 566 Crit Moves: * * ** I If II II I Green /Cycle: 0.12 0.49 0.49 0.00 0.37 0.37 0.35 0.35 0.35 0.35 0.35 0.35 Capacity Analysis Module: Volume /Cap: 0,89 0.80 0.80 0.80 0.89 0.84 0.89 0.89 0.42 0.06 0.03 0.03 Vol /Sat: 0.11 0.41 0.41 0.00 0.34 0.32 0.32 0.32 0.14 0.02 0.01 0.01 Delay /Veh: 64.5 18.8 18.8 264,4 29.9 '31:5 41.6 41.6 19.3 16.5 16.2 16.2 Crit Moves: * * ** **** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.12 0.49 0.49 0.00 0.37 0.37 0.35 0.35 0.35 0.35 0.35 0.35 AdjDel /Veh: 64.5 18.8 18.8 264.4 29.9 31.5 41.6 41.6 19.3 16.5 16.2 16.2 Volume /Cap: 0.91 0.83 0.83 0.83 0.91 0.85 0.91 0.91 0.41 0.06 0.03 0.03 DesignQueue: 8 33 1 0 34 14 11 1 7 0 0 0 Delay /Veh: 70.1 20.0 20.0 286.3 32.1 33.0 45.1 45.1 19.1 16.4 16.1 16.1 User DelAdj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 70.1 20.0 20.0 286.3 32.1 33.0 45.1 45.1 19.1 16.4 16.1 16.1 DesignQueue: 8 34 1 0 35 14 11 1 7 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MI _ MO - _ _ i i la MN MI MI MI ! _ i 1- r r O M . MI Is _ S a■s ® MI MO ® a_ - 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 21 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 22 -1 Gray's Crossing Gray's crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023Gray5CrossingNTDMOdLandUSewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) . * } }a ** . « * **** *1** ** ** * *. . •** } *eaaaa *1 * *• }*aa1****** * * * * ***** Intersection *16 Donner Pass Rd. 6 Pioneer Trails Intersection X16 Donner Pass Rd. a Pioneer Trails ****** ♦ f *** * **f 1} • } * * ******** ** ** ***** ** * **** ****** ** ******** **aaa•** ** aaa**************************************** ***** * * *•*** ****** * ****** * * **** ***a Cycle (sec) : • • 65Critical Vol. /Cap. (X): 0.929 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.985 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 23.2 Loss Time (sec): 8 (Y +R )- 4 sec) Average Delay (sec /veh): 27.3 Optimal Cycle: 93 Level Of service: C Optimal Cycle: 126 Level Of Service: C • ** * * *** ** aaa****************•*••*****•******1 * * *a**** * * ***• * * **************11 Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I 11 11 11 I I 11 11 II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 I II II II I I 11 11 II I Volume Module: Volume Module: Base Vol: 355 470- 475 120 205 460 Base Vol: 355 470 475 120 205 460 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1,00 1.0 1.0 1.0 Initial Beet 355 470 475 120 205 460 Initial Bse: 355 470 475 120 205 460 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 114 54 14 18 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 374 495 500 126 216 484 Initial Fut: 355 584 529 134 223 460 Redact Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 374 495 500 126 216 484 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 374 615 557 141 235 484 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 ReduCt Vol: 0 0 0 0 0 0 Final Vol.: 374 495 500 126 216 484 Reduced Vol: 374 615 557 141 235 484 I II 11 11 I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 374 615 557 141 235 484 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 I II 11 11 I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 726 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 II 1 Adjustment: 0.35 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: . 1.00 1.00 0.00 0.00 1,00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.52 0.26 0.00 0.00 0.26 0.08 0.15 0.00 0.30 0.00 0.00 0.00 Final Sat.: 663 1900 0 0 1900 1615 1461 0 1615 0 0 0 Crit Moves: ** ** 1 11 11 11 I Green/Cycle: 0.55 0.55 0.00 0.00 0.55 0.55 0.32 0.00 0.32 0.00 0.00 0.00 Capacity Analysis Module: Volume /cap: 0.93 0.47 0.00 0.00 0.47 0.14 0.46 0.00 0.93 0.00 0.00 0.00 Vol /Sat: 0.56 0.32 0.00 0.00 0.29 0.09 0.16 0.00 0.30 0.00 0.00 0.00 Delay /Veh: 41.1 9.1 0.0 0.0 9.1 7.1 18.2 0.0 44.6 0.0 0.0 0.0 Crit Moves: •• ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0. *** 57 0.57 0.00 0.00 0.57 0.57 0.30 0.00 0.30 0.00 0.00 0.00 AdjDel /Veh: 41.1 9.1 0.0 0.0 9.1 7.1 18.2 0.0 44.6 0.0 0.0 0.0 Volume /Cap: 0.98 0.57 0.00 0.00 0.51 0.15 0.53 0.00 0.98 0.00 0.00 0.00 DesignQueue: 6 9 0 0 9 2 5 0 13 0 0 0 Delay/Veh: 55.6 9.5 0.0 0.0 8.8 6.6 19.9 0.0 59.0 0.0 0.0 0.0 * 11 1}}}}»aa*******•••*.***** a«***} u} ••u * * *. * **aa* **1 ** * * *1**} }a* * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjPel /Veh: 55.6 9.5 0.0 0.0 8.8 6.6 19.9 0.0 59.0 0.0 0.0 0.0 Design0ueue: 6 10 0 0 9 2 6 0 13 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, C0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 23 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:51 Page 24 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandosewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdLandUSewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) * *. ** * * * *' 2000 HCM Operations Method (Future Volume Alternative) Intersection * 118 * Donner Pass Rd. * 6 * I -80 * EH Off Ramp *^ ^ * *' *"fffeif ^ Intersection 118 Donner Pass Rd. 6 I -80 EH Off Ramp ****** * ***** * * ** * ** * ** * **** **** * * * ** * *** * * ** * *.* Cycle * (sec): *, * *•• * * * * * * * * ** 55 Critical Vol. /Cap. (X): 0.769 Cycle (sec): 55 Critical Vol. /Cap. (X): 0.837 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 15.0 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 17.8 Optimal Cycle: 50 Level Of Service: B Optimal Cycle: 60 Level Of Service: 8 Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L -T -R L T R L T R L T R I II 11 II I 1 II 11 II 1 Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Lanes 0 0 0 1 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 0 0 0 0 Lanes Green:' 0 0 0 1 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 I 11 II II I I II II II 1 Volume Module: Volume Module: Base Vol: 815 410 265 315 Base Vol: 815 410 265 315 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 815 410 265 315 Initial Bse: 815 410 265 315 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 106 48 8 0 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 858 432 279 •332 Initial Fut: 921 458 273 315 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 858 432 279 332 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 969 482 287 332 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1,0 Reduct Vol: 0 0 0 0 Final Vol.: 858 432 279 332 Reduced Vol: 969 482 287 332 I 11 II II 1 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 969 482 207 332 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 1 11 11 II 1 Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II 11 11 1 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.45 0.00 0.00 0.23 0.00 0.19 0.00 0.21 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit Moves: * * ** * * ** I 11 II 11 1 Green /Cycle: 0.00 0.59 0.00 0.00 0.59 0.00 0.27 0.00 0.27 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.77 0.00 '0.00 0.39 0.00 0.71 0.00 0.77 0.00 0.00 0.00 Vol /Sat: 0.00 0.51 0.00 0.00 0.25 0.00 0.20 0.00 0.21 0.00 0.00 0.00 Delay /Veh: 0.0 11.9 0.0 0.0 6.3 0.0 24.4 0.0 26.8 0.0 0.0 0.0 Green /Cycle: 0.00 0. 0.00 0.00 0.61 0.00 0.25 0.00 0.25 0.00 0.00 0.00 user DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Y es AdjDel /Veh: 0.0 11.9 0.0 0.0 6.3 0.0 24.4 0.0 26.8 0.0 0.0 0.0 Volume /Cap: 0.00 0.84 0.00 0.00 0.42 0.00 0.80 0.00 0.84 0.00 0.00 0.00 Designoueue: 0 12 0 0 6 ** * 0 ** ** ** 6 * * * ** 0 * * * *** 8 * * * *** 0 * * *** 0 * * * **` 0 * User 1000 1.00 1.00 1.00 1500 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` *" ` * " " " " " "`` * * " " + * " * * * * *. * * ** AdjDel /Veh: 0.0 14.1 0.0 0.0 5.9 0.0 31.5 0.0 34.1 0.0 0.0 0.0 Designoueue: 0 13 0 0 6 0 7 0 8 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 111111111 IS SP OM MI _ M MI S >> al MI • I r Si OM i OD 1 ¢041900 ' 398'I op pasue0T' '3o5yy 6uTIMoa 000t (3l STOT'S'L xT33efl OD 'aenua0 ' D95' of pasua3yT 'Doggy 6111TMOO 0002 (o) 5101'5'1 xT33sn.1 0 9 9 8 i1 0 0 0 0 LT 0 5T :enenOu6TGa0 0'0 5'59 5'59 5'9 I'L 0'0 0'0 0'0 0'0 E•86 0'0 8 :40A /Sa04P; ,.. .,.r ,.,. r +... 00 00'1 00'T 00'T 00'1 00'T 00'T 00'1 00'T' 00 00'T 00'1 :GPytaa 1060 +..+ +• . +... ..,,. * ...... •+ * + + + + „ y�� . .r.. ..,+ .+ + .... ++ + + 0'0 S'E9 9'59 S'9 T'L 0'0 0'0 0'0 0'0 E'86 0'0 8'SS :4aA /AOIQO • 0 9 9 8 0 0 0 0 91 0 r•ZT y:anan0u6Tca0 00'0 S0'I 50'I LE 96'0 00'0 00'0 00'0 00'0 SO'T 00'0 68'0 :des /ewnton 0'0 6'82 6•82 E'L 6'L 0'0 0'0 0'0 0'0 5'65 0'0 6'96 10A /Tea Gp; 00'0 OL'0 01'0 01 OL'0 00'0 00'0 00'0 00'0 22'0 00'0 22'0 :o1D60 /uaeaD 00'1 00'1 00'I 00'1 00'T 00'T 00'I 00'1 00'T 00'1 00 00'1 :Pilau 1060 :go4of ;T13 0'0 6 8Z 6'82 E'L 6'L 0'0 0'0 0'0 0'0 S'65 0'0 6'96 :40A /AeTac 00'0 f1 EL'0 92'0 ZE'0 00'0 00'0 00'0 00'0 EZ'0 00'0 61'0 :leg /ToA 00'0 06'0 06'0 65'0 16'0 00'0 00'0 00'0 00'0 06'0 00'0 61'0 :des /eumIOA :oInpon cacti 4;TDed°3 00'0 89 89'0 89'0 89'0 00'0 00'0 00'0 00'0 62'0 00'0 62'0 :OTOAO /uaalS I II 11 II I .++. + +., 60AoJ ;Tao 0 196 156 5191 0061 0 0 0 0 5191 0 1961 1'3 TeuT3 00'0 19'0 19'0 92'0 82'0 00'0 00'0 00'0 00'0 23'0 00'0 61'0 11eg /10A 00'0 ZS'0 86'0 00'1 00'T 00'0 00'0 00'0 00'0 00'1 00'0 00'1 :saver/ :aTnpoH saGAte11; A3TDedes 00'T 86'0 86'0 18'0 00'1 00'T 00'1.. 00'1 00'T S8'0 00'1 LL'O :luswlcn(py I 11 11 II I 0061 0061 0061 0061 0061 0061 0061 0061 0061 0061 0061 0061 :18199'1/381 0 615 51.6 9191 0061 0 0 0 0 5191 0 1961 :'3185 1euT3 :alnpoW MOTS UOT491nlE5 00'0 26'0 86'O 00'1 00'1 00'0 00'0 00'0 00'0 00'T 00'0 00'T :sways 00'T 25'0 21 58'O 00't 00'1 00'1 00'1 00'1 58'0 00 LL'0- :uau[lsn GP; 855 815 11 126 219 11 II 6LE 6LZ 1'10A 1e1113 0061 0061 0061 0061 0061 0061 0061 0061 0061 0061 0061 0061 :0ual /ley 0'1 00'1 00'1 00'T 00'1 0'I 0'T 0'1 0'i 00'1 0'I 00'1 :(PV 3'61 :alnpoW 14013 uoa1e1n4es 0'I 00'T 00'T 00'l 00'T 0'T 0'1 0'T 0'i 00'1 0'1 00'1 :GPy 303 1 11 II 11 I 8E5 815 126 219 6LE 61.5 :10A Pe30pa8 91E 682 136 92S 0 0 ESE 61.2 1'10A 101113 0 0 0 0 0 0 110A lOnpaU 0'1 00'T 00'T 00'l 00't 00'T 0'1 0'T 00'I 00'1 0'1 00'1 14PY 34W 85E. 8TE 126 Z19 6LE 612 :awnloA 3113 0'I 00'1 00'T 00'T 00'l 00't 0'I 0'1 00 00'1 0'I 00'T :GPy 303 6'0 S6'0 56'0 S6'0 56'0 6'0 6'0 6'0 6'0 56'0 6'0 S6'O :GPI 3113 9TE 682 126 921 0 0 ESE 641 :ToA p00npa8 0'1 00'1 00'1 00'1 00't 0't 0't 0'1 0't 00 0'I 00'T :GPI 1050 0 0 0 0 0 0 0 0 :ToA a30PaU IZE 20E 006 181 09E 592 :4n3 IOPTUI 915 682 126 92S 0 0 ESE 6LZ :01010.4 3113 0 0 0 0 0 0 :ToAAglassed 6'0 56'0 S6'O S6'O S6'O 56'0 6'0 6'0 56'0 66'0 6'0 56'0 :GPI add SZ LZ 0 T8 52 0 :10A pappY 0'T 00'1 00'T 00'1 00'1 00'1 0't 0'1 00'1 00'1 0'I 00'1 :Gpy 3060 00E SLZ 006 005 SEE S92 :ace 10131U1 00E SLZ 006 005 0 0 SEE 592 : TETpTUI 0'1 00'l 00'1 00'T 00'1 0'i 0't 0'1 0'T 00'T 0'T 00'I :(PV 43MO10 0'T 00'T 00'1 00'T 00'1 00'T 0'I 0'1 00'l 00'1 0'l 00'T :Gpy 414010 OOE SLZ 006 005 SCE S92 1010P011 01410.4 OOE SLZ 006 005 0 0 SEf 692 ;0lnpow awnlo4 :10 gm 1 11 11 11 I 1 11 11 11 I 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 :saue' 0 0 0 i 0 1 0 1 0 0 0 0 0 0 0 TO 0 0 1 :gauss 0 0 0 0 0 0 0 0 0 0 0 0 :190010 'up; 0 0 0 0 0 0 0 0 0 0 0 0 :1991030 •19114 epntout oPniDut apntoul °Putout :s14bru eon epnloul apn1DUl apnloUl :sl46TU peltawaad pea 139441 lad Pallawaed :10331103 1 pallPwlad II PalaT�ad 1 Pa11a�x 11 Pa11Fu10d 1 :1013000 I 11 11 11 U- I- T U- y_ T U. y _ T U- y - 'I :3uema4 °W U - y- T I- 1- T 8- 1- T 8- 1- 'I :3uawa4ox p11no8 loaM puno8 1909 puno8 43no5 puno8 4AON :4oeolddy puno8 asap( puno8 3653 p11no8 43no5 punog 41aou :y3eoldd' 0 :eopnies 30 WWI 08T :OIDSD TEWP6O 0 :a3TA10S 3o Tetat 001 :050.40 Tem14d0 coos E'E6 :(404/3061 Hem °buxom; (306 6 - U +al 8 :(oes) away scoq 9'9Z :(yen /Dag) /flea ebenanr. 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(941300103Pl .143431 r PO4yaW * .uope.ed0 * WOR 0002 .r +'•**+••• .....,, + ++ *• (anT3eula.Ty awnToA ogee / PO44014 auoalexed. r p.M0002 13odeg uopelndwop 0313.105 30 -Was 33odou uope3ndwo0 0314105 30 1040' ( x33' UOT3e b13lW43TMOS0puelpoN0lN6uTssol3S Aea0EL02 - I11) ( x31' uope6TaTW4lToes3PUegpoW01N6uacco1JCde1DE202-TUI 603490014 u0pe6135W 43011 salnseo(4 110130553111 411a buTcaoiD 2,1010 6u1ssol3 s.keao 1-92 abed 15:86:51 5002 '91 A0W p3 Aep(e6M - Hoed Wd 5302 1 -52 abed 15 +86:51 E002 '91 Ask 113 AepaaM - 8003 rid EZOZ a s I a OMNI 11111 11011 ® OM NM OM O N MN • MI IS 0• 0 2023 PM Peak - Weekday Fri May 16, 2003 15:46:51 Page 27 -1., 2023 PM Peak - Weekday Fri May 16, 2003 15:48:52 Page 28 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2023GrayscrossingNTDModLandUSewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdLandUsewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative). 2000 HCM Operations Method (Future Volume Alternative) Intersection 420 Donner Pass Rd. 6 Bridge St. Intersection 620 Donner Pass Rd. 6 Bridge St. Cycle (sec): 100 Critical Vol. /Cap. (X): 0.964 Cycle (sec): ' 100 Critical Vol. /Cap. (X): 1.012 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 46.4 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 54.4 Optimal Cycle: 150 Level Of Service: D Optimal Cycle:OPTIMIZED Level Of Service: D ♦ ****.****** * * ** * ** * **....* *** *** ** * * ***f* Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L- T- R L- T- R L- T- R Movement: L - T- R L- T- R L - T- R L- T- R 1 11 11 11 1 I 11 11 11 I Control: Permitted Permitted Protected Protected Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Rights: ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 0 0 11 0 0 1 0 0 1 .0 1 0 1 0 1 Lanes: 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1 1 11 11 11 1 1 11 11 11 1 Volume Module: Volume Module: Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Base Vol: 145 245 645 10 120 25 35 470 155 605 475 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 Initial Bse: 145 245 645 10 120 25 35 470 155 605 475 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 0 23 0 0 0 0 58 6 11 10 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 'PassersyVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 153 258 679 11 126 26 37 495 163 637 500 11 Initial Fut: 145 245 668 10 120 25 35 528 161 616 485 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 153 258 679 11 126 26 37 495 163 637 500 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCS Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 258 703 11 126 26 37 556 169 648 511 11 MLF Adj: 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 153 258 679 11 126 26 37 495 163 637 500 11 Reduced Vol: 153 258 703 11 126 26 37 556 169 648 511 11 1 II 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 153 258 703 11 126 26 37 556 169 648 511 .11 Adjustment: 0.87 1.00 0.65 0.64 0.64 0.64 0.95 0.96 0.96 0.95 1.00 0.65 1 11 II 11 I Lanes: 1.00 1,00 1.00 0.07 0.77 0.16 1.00 0.75 0.25 1.00 1.00 1.00 Saturation Flow Module: Final Sat.: 1661 1900 1615 82 938 194 1805 1376 453 1805 1900 1615 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 II 1 Adjustment: 0.87 1.00 0.85 0.67 0.67 0.67 0.95 0.97 0.97 0.95 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 1.00 1.00 0.07 0.77 0.16 1.00 0.77 0.23 1.00 1.00 1.00 Vol /Sat: 0.09 0.14 0.42 0.13 0.13 0.13 0.02 0.36 0.36 0.35 0.26 0.01 Final Sat.: 1645 1900 1615 86 987 204 1805 1406 427 1805 1900 1615 Crit Moves: * *** * * ** * * ** 1 11 11 11 I Green /Cycle: 0.14 0.14 0.51 0.14 0.14 0.14 0.05 0.37 0.37 0.37 0.69 0.69 Capacity Analysis Module: Volume /Cap: 0.65 0.96 0.83 0.95 0.95 0.95 0.38 0.96 0.96 0.96 0.38 0.01 Vol /Sat: 0.09 0.14 0.44 0.13 0.13 0.13 0.02 0.40 0.40 0.36 0.27 0.01 DelayNeh: 47.2 87.7 28.1 97.7 97.7 97.7 48.3 56.4 56.4 57.3 6.9 5.0 Crit Moves: * * ** * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.13 0.13 0.49 0.13 0.13 0.13 0.05 0.39 0.39 0.35 0.69 0.69 AdjDel /Veh: 47.2 87.7 28.1 97.7 97.7 97.7 48.3 56.4 56.4 57.3 6.9 5.0 Volume /Cap: 0.69 1.01 0.89 0.95 0.95 0.95 0.39 1.01 1.01 1.01 0.39 0.01 DesignOueue: 7 13 21 1 6 1 2 19 6 25 9 0 Delay/Veh: 50.4 103 35.3 97.3 97.3 97.3 48.4 67.0 67.0 70.7 6.6 4.7 * * *. * ********** ** *** * * * * * *** * * * * * * * * * * * * * * * * *. * * * * * * ** * * * *. * * *. * *+ * * * * * * * * * * * * User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 50.4 103 35.3 97.3 97.3 97.3 48.4 67.0 67.0 70.7 6.6 4.7 DesignOueue: 8 13 22 1 6 1 2 21 6 26 9 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO ar ._ MB e a = a- M 111111 nS MI MB _• MI IS s lel a s el a e- a a• a e r a MS ao a IS - 2023 PM Peak - Weekday, Fri May 16, 2003 15:48:52 Page 29 -1 2023 PM Peak - Weekday Fri May 16, 2003 15:48:52 Page 30 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTOModLandusewlthMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 421 Bridge St. 6 West River St. Intersection 021 Bridge St. 6 West River St. **************•*************•****************♦*** ******************************* Cycle (sec): 110 Critical Vol. /Cap. (X): 1.007 Cycle (sec): 110 Critical Vol. /Cap. (X): 1.015 Loss Time (sec): 12 (Y +R a 4 sec) Average Delay (sec /veh): 63.2 Loss Time (sec): 12 (Y+R a 4 sec) Average Delay (sec/veh): 64.8 Optimal Cycle: 180 Level Of Service: E Optimal Cycle: 180 Level Of Service: E Approach: North Bound South Bound East Bound West Bound ****** * ****** * ******* **** ^*'• **** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R LT - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L T - R 1 11 11 II 1 I 11 11 11 1 Control: Protected Protected Permitted Permitted Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 11 11 11 1 I 11 11 11 I Volume Module: Volume Module: Base Vol: 655 795 30 55 575 210 190 20 570 25 20 45 Base Vol: 655 795 . 30 55 575 210 190 20 570 25 20 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 Initial Bse: 655 795 30 55 575 210 190 20 570 25 20 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 0 16 0 0 12 5 7 0 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 689 837 32 58 605 221 200 21 600 26 21 47 Initial Fut: 655 811 30 55 587 215 197 20 570 25 20 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 689 837 32 58 605 221 200 21 600 26 21 47 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 689 854 32 58 618 226 207 21 600 26 21 47 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 689 837 32 58 605 221 200 21 600 26 21 47 Reduced Vol: 689 854 32 58 618 226 207 21 600 26 21 47 1 11 11 11 I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: M F Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 689 854 32 58 618 226 207 21 600 26 21 47 Adjustment: 0.92 0.99 0.99 0.95 1.00 0.85 0.71 0.86 0.86 0.10 0,90 0.90 1 11 II 11 I Lanes: 2.00 0.96 0.04 1.00 1.00 1.00 1.00 0.03 0.97 1.00 0.31 0.69 Saturation Flow Module: • Final Sat.: 3502 1819 70 1805 1900 1615 1355 55 1570 190 526 1177 Sat /Dane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.92 1.00 1.00 0.95 1.00 0.85 0.71 0.86 0.86 0.10 0.90 0.90 Capacity Analysis Module: Lanes: 2.00 0.96 0.04 1.00 1.00 1.00 1.00 0.03 0.97 1.00 0.31 0.69 Vol /Sat: 0.20 0.46 0.46 0.03 0.32 0.14 0.15 0.38 0.38 0.14 0.04 0.04 Final Sat.: 3502 1822 68 1805 1900 1615 1355 55 1570 184 526 1177 Crit Moves: **** 1 11 11 1I I Green /Cycle: 0.20 0.48 0.48 0.03 0.32 0.32 0.38 0.38 0.38 0.38 0.38 0.38 Capacity Analysis Module: Volume /Cap: 1.01 0.96 0.96 0.96 1.01 0.43 0.39 1.01 1.01 0.36 0.11 0.11 Vol /Sat: 0.20 0.47 0.47 0.03 0.33 0.14 0.15 0.38 0.38 0.14 0.04 0.04 Delay /Veh: 80.5 49.0 49.0 155.3 76.2 30.4 25.3 72.2 72.2 27.6 22.1 22.1 Crit Moves: **** **** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.19 0.48 0.48 0.03 0.32 0.32 0.38 0.38 0.38 0.38 0.38 0.38 Ad5De1 /Veh: 80.5 49.0 49.0 155.3 76.2 30.4 25.3 72.2 72.2 27.6 22,1 22.1 Volume /Cap: 1.02 0.97 0.97 0.97 1.02 0.44 0.41 1.02 1.02 0.37 0.11 0.11 DesignQueue: 36 30 1 3 28 10 8 1 25 1 1 2 Delay /Veh: 82.7 51.4 51.4 160.0 77.7 30.1 25.8 74.5 74.5 28.3 22.3 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 82.7 51.4 51.4 160.0 77.7 30.1 25.8 74.5 74.5 28.3 22.3 22.3 DesignQueue: 36 31 1 3 28 10 8 1 25 1 1 2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6c , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 1 1 Increased Development Alternative 2023 No Third Tahoe Donner Connector No Project and Plus Project Intersection LOS With Mitigation Measures Summer Weekend PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a a MI ■■N • MI _ a. WO SO a mm a a all a Mt s a . • • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 1 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 2 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandusewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandUsewlthMitigation .tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekend Forecast for PM Peak - Weekend Command: Default Command Volume: 2023 PM Peak - Weekend Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 8 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.35 0.32 70 64 134 13.7 Routes: Default Routes Zone 1 Subtotal 70 64 134 13.7 Configuration: Default Configuration . 2 Planning Are 137.00 Single Family 0.35 0.32 48 44 92 9.4 Zone 2 Subtotal 48 44 92 9.4 3 Planning Are 58.00 Single Famile 0.35 0.32 20 19 39 4.0 Zone 3 Subtotal 20 19 39 4.0 4 Planning Are 32.00 Single Family 0.35 0.32 11 10 21 2.1 Zone 4 Subtotal 11 10 21 2.1 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.8 5 Planning Are 5.00 Fitness Center 0.67 0.36 3 2 5 0.5 Zone 5 Subtotal 15 17 32 3.3 6 Planning Are 42.00 Single Family 0.35 0.32 15 13 28 2.9 Zone 6 Subtotal 15 13 28 2.9 7 Planning Are 29.00 Single Family 0.35 0.32 10 9 19 1.9 Zone 7 Subtotal 10 9 19 1.9 8 Planning Are 135.00 Apartment /Loft 0.32 0.16 43 22 65 6.6 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 12.8 Zone 8 Subtotal 97 94 191 19.5 9 Planning Are 120.00 Multi- Family 0.24 0.22 29 26 55 5.6 Zone 9 Subtotal 29 26 55 5.6 10 Church 17.50 Church 2.15 0.75 38 13 51 5.2 Zone 10 subtotal 38 13 51 5.2 11 Planning Are 34.80 Specialty Reta 1.02 1.20 35 45 80 8.2 11 Planning Are 4.10 Office 0.20 0.17 1 1 2 0.2 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 19.4 11 Planning Are 15.00 Church 2.15 0.75 32 11 43 4.4 11 Planning Are 7.20 Community Cent 0.31 0.32 2 2 4 0.4 Zone 11 Subtotal 165 154 319 32.5 TOTAL 518 463 981 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc.,Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 3 -1 2023 914 Peak - Weekend Fri May 16, 2003 15:56:24 Page 4 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsew ithMitigation.tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Trip Distribution Report Turning Movement Report PM Peak - Weekend Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total . To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 61 SR 89 6 Rainbow Dr. Base 0 320 195 20 405 0 0 0 0 130 0 15 1085 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 14 0 0 0 0 13 0 0 50 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 332 206 20 419 0 0 0 0 143 0 15 1135 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 62 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 120 400 105 10 510 10 25 10 150 80 10 10 1520 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 89 3 176 18 4 5 3 19 62 167 20 17 583 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 209 483 281 28 514 15 28 29 212 247 30 27 2103 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 63 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 77 0 1 2 7 0 0 7 107 201 Total 0 0 0 77 0 1 2 7 0 0 7 107 201 To Gates 12 13 14 15 16 17 18 19 20 21 22 64 Prosser Dam Rd. 6 Road A Zone Base 0 0 0- 0 0 0 0 0 0 0 0 0 0 Added 109 0 21 0 0 0 0 99 115 21 95 0 460 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 109 0 21 0 0 0 0 99 115 21 95 0 460 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 65 Prosser Dam Rd. 6 Road B 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 11 0 2 0 0 0 0 106 13 2 105 0 239 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 11 0 2 0 0 0 0 106 13 2 105 0 239 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.D 7.3 0.0 0.B 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 46 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 38 1 6 0 1 9 10 64 34 6 60 0 229 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 38 1 6 0 1 9 10 64 34 6 60 0 229 To Gates 117 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 0 0 8 9 62 0 0 57 0 136 Total 0 0 0 0 0 8 9 62 0 0 57 0 136 1 8.3 1.7 1.7 1.7 0.8 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 *8 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 10 0 0 0 0 43 47 4 11 0 4 0 119 5 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 10 0 0 0 0 43 47 4 21 0 4 0 119 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 610 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 325 430 0 0 275 465 275 0 180 0 0 0 1950 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 165 116 4 174 54 100 46 0 124 28 4 815 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PassBy 0 -14 14 9 -9 0 0 0 0 9 0 14 23 11 3.0 1.0 15.0 6.0 5.0 10.0 1.0 Total 325 581 130 13 440 519 375 46 180 133 28 18 2788 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • MI s 11 ell. IMO a s MN all alle M IIIIIII MN NM , 1111111 r • UM i S IS s a 1• SI 6® S a/, MIS a/ 1 a112 n s_ s • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 4 -2 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 4 -3 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandosewithMitigation .tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 011 5R 267 s 1 -80 WB Off /On Ramp 020 Donner Pass Rd. 6 Bridge St. Base 820 375 0 0 445 15 0 0 0 755 0 380 2790 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 241 0 0 124 175 0 0 0 0 0 40 580 Added 0 0 24 0 0' 0 0 59 8 14 12 0 117 Total 820 616 0 0 569 190 0 0 0 755 0 420 3370 Total 0 0 24 0 0 0 0 59 8 14 12 0 117 012 5R 267 6 I -80 EB Off /On Ramp 021 Bridge St. 6 West River St. Base 0 1170 500 435 765 0 25 0 810 0 0 0 3705 Base 0 0 0 0 0 0 0 0 0 .0 0 0 0 Added 0 97 0 36 87 0 144 0 0 0 0 0 364 Added 0 17 0 0 15 7 7 0 0 0 0 0 46 Total 0 1267 500 471 852 0 169 0 810 0 0 0 4069 Total 0 17 0 0 15 7 7 0 0 0 0 0 46 013 5R 267 6 Brockway 053 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 69 0 0 62 25 28 0 0 0 0 0 184 Added 0 0 0 8 0 12 0 27 0 0 12 0 59 Total 0 69 0 0 62 25 28 0 0 0 0 0 184 Total 0 0 0 8 0 12 0 27 0 0 12 0 59 014 SR 267 6 Schaffer Mill Rd. 054 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 50 0 11 45 7 7 0 0 0 0 12 132 Added 0 29 0 31 0 0 0 0 0 0 0 0 60 • Total 0 50 0 11 45 7 7 0 0 0 0 12 132 Total 0 29 0 31 0 0 0 0 0 0 0 0 60 015 SR 267 6 Northstar Dr. 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 38 0 0 34 11 12 0 0 0 0 0 95 Added 0 32 0 0 38 0 0 0 0 0 0 0 70 Total 0 38 0 0 34 11 12 0 0 0 0 0 95 Total 0 32 0 0 38 0 0 0 0 0 0 0 70 016 Donner Pass Rd. 6 Pioneer Trails 068 Base 350 315 0 0 545 125 120 0 270 0 0 0 1725 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 126 0 0 65 17 19 0 0 0 0 0 227 Added 16 0 0 0 0 0 0 0 18 0 0 0 34 Total 350 441 0 0 610 142 139 0 270 0 0 0 1952 Total 16 0 0 0 0 0 0 0 18 0 0 0 34 ,. 817 Donner Pass Rd. 6 I -80 WB On Ramp Base 200 665 0 0 450 365 0 0 0 0 0 0 1680 Added 0 126 0 0 55 10 0 0 0 0 0 0 191 Total 200 791 0 0 505 375 0 0 0 0 0 0 1871 018 Donner Pass Rd. s I -80 EB Off Ramp Base 0 640 0 0 450 0 225 0 365 0 0 0 1680 Added 0 116 0 0 55 0 11 0 0 0 0 0 182 Total 0 756 0 0 505 0 236 0 365 0 0 0 1862 *19 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 33 0 0 0 0 83 0 28 27 0 171 Total 0 0 33 0 0 0 0 83 0 28 27 0 171 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to 1,S0C , Denver, CO • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 5 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 5 -2 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTOModLandUSewithMitigation. tfx) ( R1- 2023GrayscrossingNTDModLandUsewithMitigation .tfx) Link Volume Report Volume NB Link SB Link EB Link WB Link Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link 58 Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume X11 SR 267 & I -80 WB Off /On Ramp Base 1195 1200 2395 460 755 1215 0 835 835 1135 0 1135 5580 X1 SR 89 & Rainbow Dr. Added 241 124 365 299 281 580 0 175 175 40 0 40 1160 Base 515 535 1050 425 335 760 0 0 0 145 215 360 2170 Total 1436 1324 2760. 759 1036 1795 0 1010 1010 1175 0 1175 6740 Added 23 27 50 14 12 26 0 0 0 13 11 24 100 Total 538 562 1100 439 347 786 0 0 0 158 226 384 2270 X12 SR 267 & 1 -80 ED Off /On Ramp Base 1670 1575 3245 1200 1195 2395 835 0 835 0 935 935 7410 02 sR 89 & Prosser Dam Rd. Added 97 87 184 123 241 364 144 0 144 0 36 36 728 Base 705 740 1445 530 515 1045 185 140 325 100 125 225 3040 Total 1767 1662 3429 1323 1436 2759 979 0 979 0 971 971 8138 Added 268 233 501 27 23 50 84 114 198 204 213 417 1166 Total 973 973 1946 557 538 1095 269 254 523 304 338 642 4206 X13 SR 267 & Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 03 Alder Dr. & Thayer Dr. Added 69 62 131 87 97 184 28 25 53 0 0 0 368 • Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total. 69 62 131 87 97 184 28 25 53 0 0 0 368 Added 0 0 0 78 109 187 9 8 17 114 84 198 402 Total 0 0 0 78 109 187 9 8 17 114 84 198 402 X14 SR 267 & Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 1 X4 Prosser Dam Rd. & Road A Added 50 45 95 63 69 132 7 7 14 12 11 23 264 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 45 95 63 69 132 7 7 14 12 11 23 264 Added 130 136 266 0 0 0 214 204 418 116 120 236 920 Total 130 136 266 0 0 0 214 204 418 116 120 236 920 X15 SR 267 6 Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 X5 Prosser Dam Rd. & Road B Added 38 34 72 45 50 95 12 11 23 0 0 0 190 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 38 34 72 45 50 95 12 11 23 0 0 0 190 Added 13 15 28 0 0 0 119 116 235 107 108 215 478 Total 13 15 28 0 0 0 119 116 235 107 108 215 478 X16 Donner Pass Rd. & Pioneer Trails Base 665 815 1480 670 435 1105 390 475 865 0 0 0 3450 X6 Prosser Dam Rd. & Road C Added 126 65 191 82 145 227 19 17 36 0 0 0 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 791 880 1671 752 580 1332 409 492 901 0 0 0 .3904 Added 45 41 86 10 11 21 108 107 215 66 70 136 458 Total 45 41 86 10 11 21' 108 107 215 66 70 136 458 017 Donner Pass Rd. & I -80 WB On Ramp Base 865 450 1315 815 665 1480 0 565 565 0 0 0 3360 117 Prosser Dam Rd. & Road D Added 126 55 181 65 126 191 0 10 10 0 0 0 382 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 991 505 1496 880 791 1671 0 575 575 0 0 0' 3742 Added 0 0 0 8 9 17 71 65 136 57 62 119 272 Total 0 0 0 8 9 17 71 65 136 57 62 119 272 X18 Donner Pass Rd. & I -80 EB Off Ramp Base 640 815 1455 450 865 1315 590 0 590 0 0 0 3360 X8 Prosser Dam Rd. 6 East Alder Creek Rd. Added 116 55 171 55 127 182 11 0 11 0 0 0 364 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 756 870 1626 505 992 1497 601 0 601 0 0 0 3724 Added 10 11 21 43 47 90 62 57 119 4 4 8 238 Total 10 11 21 43 47 90 62 57 119 4 4 8 238 X19 Donner Pass Rd. & Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 . 0 X10 SR 89 4 Donner Pass Rd. Added 33 28 61 0 0 0 83 27 110 55 116 171 342 Base 755 455 1210 740 705 1445 455 790 1245 0 0 0 3900 Total 33 28 61' 0 0 0 83 27 110 55 116 171 342 Added 281 298 579 232 269 501 146 82 228 156 166 322 1630 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1036 753 1789 972 974 1946 601 872 1473 179 189 368 5576 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • MID a IMP MI a Oa a a 11111 _ as 'WM • UM a a a a a a s 111111 s a s s as a NE 'ar AS — a 11111111 PIM s a■a. r • • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 5 -3 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 6 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Volume NB Link 5B Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 020 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 24 22 46 0 0 0 67 12 79 26 83 109 234 4 2 SR 89 6 Prosser Dam Rd. A 9.7 0.513 C 22.1 0.871 +12.399 D/V • Total 24 22 46 0 0 0 67 12 79 26 83 109 234 4 10 SR 89 6 Donner Pass Rd. 8 12.1 0.511 C 23.1 0.830 +11.052 D/V 021 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 SR 267 6 1 -80 WB Off /On Ramp D 51.3 0.962 E 63.0 1.039 +11.668 D/V Added 17 15 32 22 24 46 7 7 14 0 0 0 92 Total 17 15 32 22 24 46 7 7 14 0 0 0 92 0 12 SR 267 6 I -80 EB Off /On Ramp B 15.9 0.716 C 29.2 0.912 +13.339 D/V *53 0 16 Donner Pass Rd. 6 Pioneer Trai B 13.4 0.788 B 14.9 0.850 + 1.504 D/V Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 20 0 20 27 24 51 12 35 47 118 X 18 Donner Pass Rd. 6 I -80 EB Off B 13.3 0.693 B 14.6 0.769 + 1.282 D/V Total 0 0 0 20 0 20 27 24 51 12 35 47 118 054 . Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 29 0 29 31 29 60 0 0 0 0 31 31 120 Total 29 0 29 31 29 60 0 0 0 0 31 31 120 060 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 32 38 70 38 32 70 0 0 0 0 0 0 140 Total 32 38 70 38 32 70 0 0 0 0 0 0 140 068 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 16 18 34 0 0 0 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 7 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 8 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report .. 2000 HCM Operations Method (Base olume Alternative ^ « + 2000 RCM Operations Method (Future Volume Alternative) . + + +. « *« + *** + * * * *** « * * ** ** + ** ** + * + * * * *u** + ** * * * * * * + *« + + : : *« *«***. +«r « • ** • **+ ***«« **r + «* ** *« * * ** + * * ** « ***u*.* + * * ** *+ + * * * * **** ***+ + + + + + + + + + + + + ++ Intersection M2 SR 89 6 Prosser Dam Rd. e.** * i* **2 .+++* + ** * «** **..* **.*** * * * * * ** + * * ** ** Interse tion tion +** X2 ** SR.9.* os* 89 * Pros**. *D* Dam * Rd. d. r+ * * * * *• * ** **•* * * * * * * ** * * * * **. * * ** * ** I* r « 89.. « er D* d.« « * * *« * « c • .•* Cycle (sec): 70 Critical Vol. /Cap. (X): 0.513 Cycle (sec): 70 Critical Vol. /Cap. (X): 0.871 Loss Time (sec): 8 (Y +R = 4 sec) Average Delay (sec /veh): 9.7 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 22.1 Optimal Cycle. 31 Level Of e e Op * * * * * + ** * * * * * * * * * * * * ** +*+ Srvic* * * * * + * * * * * * *+ *+ A * * ** Optimal Cycle: ** y +* * * * +++ 75 *. *. * + * * *. .* * *** *.* ** Level Of * *.t* Service. ** * * * * ** * *. + *. * * +C * * *.+ + . t* «* **. « ** a * * ** ++ S * * A timal cle Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T R I II II II I I II II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 0 0 1! 0 0 I II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 120 480 105 10 510 10 25 10 150 80 10 10 Base Vol: 120 480 105 10 510 10 25 10 150 80 10 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 480 105 10 510 10 25 10 150 80 10 10 Initial Bse: 120 480 105 10 510 10 25 10 150 80 10 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 89 3 176 18 4 5 3 19 62 167 20 17 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 - PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 126 505 111 11 537 11 26 11 158 84 11 11 Initial Fut: 209 483 281 28 514 15 28 29 212 247 30 27 • Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 126 505 111 11 537 11 26 11 158 .84 11 11 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 220 508 296 29 541 16 29 31 223 260 32 28 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 126 505 111 11 537 11 26 11 158 84 11 11 Reduced Vol: 220 508 296 29 541 16 29 31 223 260 32 28 I 1 I I 11 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 220 508 296 29 541 16 29 31 223 260 32 28 Adjustment: 0.39 0.97 0.97 0.35 1.00 1.00 0.85 0.85 0.85 0.61 0.61 0.61 1 II II 11 I Lanes: 1.00 0.82 0.18 1.00 0.98 0.02 0.13 0.06 0.81 0.80 0.10 0.10 Saturation Flow Module: Final Sat.: 737 1516 333 656 1856 38 215 91 1309 923 121 121 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 11 If 1 Adjustment: 0.31 0.95 0.95 0.12 1.00 1.00 0.85 0.85 0.85 0.52 0.52 0.52 capacity Analysis Module: Lanes: 1.00 0.63 0.37 1.00 0.97 0.03 0.10 0.11 0.79 0.81 0.10 0.09 Vol /Sat: 0.17 0.33 0.33 0.02 0.29 0.29 0.12 0.12 0.12 0.09 0.09 0.09 Final Sat.: 591 1134 661 236 1838 54 165 176 1268 804 99 87 Crit Moves: *** .** 1 II II I1 I Green /Cycle: 0.65 0.65 0.65 0.65 0.65 0.65 0.24 0.24 0.24 0.24 0.24 0.24 Capacity Analysis Module: Volume /Cap: 0.26 0.51 0.51 0.03 0.44 0.44 0.51 0.51 0.51 0.39 0.39 0.39 Vol /Sat: 0.37 0.45 0.45 0.12 0.29 0.29 0.18 0.18 0.18 0.32 0.32 0.32 Delay /Veh: 5.5 6.8 6.8 4.4 6.3 6.3 24.4 24.4 24.4 23.4 23.4 23.4 Grit Moves: User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.51 0 0.51 0.51 0.51 0.51 0.37 0.37 0.37 0.37 0.37 0.37 AdjDel /Veh: 5.5 6.8 6.8 . 4.4 6.3 6.3 24.4 24.4 24.4 23.4 23.4 23.4 • Volume /Cap: 0.72 0.87 0.87 0.24 0.57 0.57 0.47 0.47 0.47 0.87 0.87 0.87 DesignQueue: 2 8 2 0 8 0 1 0 5 3 0 0 Delay /Veh: 21.5 24.0 24.0 10.4 12.5 12.5 17.4 17.4 17.4 40.0 40.0 40.0 ****«*+**.**«+***..*******««*«««+.*+***++* * ** * * * * ** *o * * * * *** + *e * * *e * *r *• ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 21.5 24.0 24.0 10.4 12.5 12.5 17.4 17.4 17.4 40.0 40.0 40.0 DesignQueue: 4 11 6 1 11 0 1 1 6 7 1 1 *++******* ***********+*********************+«***** ** * * *•* * * * * ** ***** * * * * ** * ** ** • Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSCC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • 111111 I Mt NIr .I a mot- 'tar ter. MI IS MIS MS SW MI s r OM • SEP a. al a a MN S' 111111. 1111.' i s at a a- ! all al O VIII • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 9 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 10 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GrayscrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Level Of Service computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) » ** ** 444446444444444444444.444444444444444444444444444444444 44444444446 *aa* .. **** (*a *aa* ****a*** *+rte *x * :** ****** *a **** ** Intersection *10 SR 89 6 Donner Pass Rd. Intersection *10 SR 89 6 Donner Pass Rd. 44444444444444444444 ** ***** 444 *644 *44 *4a ***** **44444 * *44444**44444*a *44444444444 : ** 444444444444444.44444444 a **4 *** **** 464444* *4444444444444444444444444444 *444 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.511 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.830 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 12.1 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 23.1 Optimal Cycle: 40 Level Of Service: Optimal Cy444444 44 44 cle:OPTIMIZEDLevel Of Service: 0 . 4a *44 * 4 *44 *4 ******4 .. *. 44.. *a + 44 *, 44 44 * * *4 ***** 44. * a . *4444. 4 . *44.44 * * 44 44 * 4444 .4 * 4 ***** 4 * 4 4.444 4*4 ** * ** *4** *4 * 44 ..44. . *** *4444 a *** * * ** * . *44 Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- 8 1 11 11 11 1 I II II 11 I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 11 0 0 1 11 11 1I I I 11 11 11 I Volume Module: Volume Module: Base Vol: 325 430 275 465 275 180 Base Vol: 325 430 0 275 465 275 0 180 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 initial Bse: 325 430 275 465 275 180 Initial Bee: 325 430 0 275 465 275 0 180 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 165 116 174 54 100 46 0 124 28 4 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 342 453 289 489 289 189 Initial Fut: 325 581 130 1 440 519 375 46 180 133 28 18 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 342 453 289 489 289 189 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 342 612 137 1 463 546 395 48 189 140 29 19 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 342 453 289 489 289 189 Reduced Vol: 342 612 137 1 463 546 395 48 189 140 29 19 1 11 11 11 1 PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 342 612 137 1 463 546 395 48 189 140 29 19 Adjustment: 0.58 1.00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 1 11 11 11 I Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1096 1900 0 1900 1900 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 11 11 11 1 Adjustment: D.40 0.97 0.97 0.19 1.00 0.85 0.92 0.08 0.88 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.82 0.18 1.00 1.00 1.00 2.00 0.20 0.80 0.75 0.15 0.10 Vol /Sat: 0.31 0.24 0.00 0.00 0.15 0.30 0.08 0.00 0.12 0.00 0.00 0.00 Final Sat.: 758 1511 338 355 1900 1615 3502 339 1333 1345 279 183 Crit Moves: * ** 1 11 11 11 I Green /Cycle: 0.61 0.61 0.00 0.00 0.61 0.61 0.23 0.00 0.23 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.51 0.39 0.00 0.00 0.25 0.50 0.36 0.00 0.51 0.00 0.00 0.00 Vol /Sat: 0.45 0.41 0.41 0.04 0.24 0.34 0.11 0.14 0.14 0.10 0.10 0.10 Delay /Veh: 8.9 7.7 0.0 0.0 6.8 8.5 24.6 0.0 26.4 0.0 0.0 0.0 Crit Moves: *** *** **** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.17 0.17 0.17 0.13 0.13 0.13 AdjDel /Veh: 8.9 7.7 0.0 0.0 6.8 8.5 24.6 0.0 26.4 0.0 0.0 0.0 Volume /Cap: 0.83 0.75 0.75 0.07 0.45 0.62 0.66 0.83 0.83 0.83 0.83 0.83 DesignQueue: 6 8 0 0 5 9 9 0 6 0 0 0 Delay /Veh: 27.4 16.2 16.2 8.3 10.6 13.2 31.8 48.1 48.1 53.9 53.9 53.9 «44*a* * «44aa *44** *4 * ** *44 *44** 4444444* * *** ***4444**** ****44444444****** 44.4 * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 27.4 16.2 16.2 8.3 10.6 13.2 31.8 48.1 48.1 53.9 53.9 53.9 DesignQueue: 7 13 3 0 9 11 14 2 7 5 1 1 *44*** **44** *44444** * * * *** ** 444 **44** ** ** *44** **444444 ** * * **44a***a* «*44*** * *** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 • Page 11 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 12 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrOssingNTDModLandUsewithMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) . ..... ......****** ................... .......................... ******..... a******.....****************......**** * *......* ** **************.r.a.a Intersection #11 SR 267 6 I -80 WB Off /On Ramp Intersection *11 SR 267 & I -80 WS Off /On Ramp Cycle (sec): 100 Critical Vol. /Cap. (X): 0.962 Cycle (sec): 100 Critical Vol. /Cap. (X): 1.039 Loss Time (sec): 12 (Y +R e 4 sec) Average Delay (sec /veh): 51.3 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 63.0 Optimal Cycle: 148 Level Of Service: D Optimal Cycle: 180 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I I I I I I I I I I I I I I I I Control: Protected Permitted Permitted Permitted Control: Protected Permitted Permitted Permitted Rights: Include Include include Ignore Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 I II 1 1 I I I I II II I I I Volume Module: Volume Module: Base Vol: 820 375 445 15 755 38 Base Vol: 820 375 445 15 755 38 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 Initial Bse: 820 375 445 15 755 38 Initial Bse: 820 375 445 15 755 38 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Added Vol: 0 241 124 175 0 4 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PasserByVol: 0 0 0 0 0 PHF Volume: 863 395 468 16 795 Initial Fut: 820 616 569 190 755 42 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduced Vol: 863 395 468 16 795 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 PHF Volume: 863 648 599 200 795 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 863 395 468 16 795 Reduced Vol: 863 648 599 200 795 1 11 11 11 I PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 190D Final Vol.: 863 648 599 200 795 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 1 11 11 II I Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Saturation Flow Module: Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2248 1900 ' 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 II I Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 Capacity Analysis Module: Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Vol /Sat: 0.25 0.21 0.00 0.00 0.25 0.01 0.00 0.00 0.00 0.35 0.00 0.00 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2252 1900 0 Crit Moves: **. *** *** 1 II 11 II 1 Green /Cycle: 0.26 0.52 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.36 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.95 0.40 0.00 0.00 0.95 0.04 0.00 0.00 0.00 0.97 0.00 0.00 Vo1/Sat: 0.25 0.34 0.00 0.00 0.32 0.12 0.00 0.00 0.00 0.35 0.00 0.00 Delay /Veh: 56.2 15.0 0.0 0.0 65.7 27.8 0.0 0.0 0.0 56.2 0.0 0.0 Crit Moves: "'• .... .... User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.24 0.55 0.00 0.00 0.31 0.31 0.00 0.00 0.00 0.33 0.00 0.00 AdjDe1 /Veh: 56.2 15.0 0.0 0.0 65.7 27.8 0.0 0.0 0.0 56.2 0.0 0.0 Volume /Cap: 1.03 0.62 0.00 0.00 1.03 0.40 0.00 0.00 0.00 1.06 0.00 0.00 DesignQueue: 38 11 0 0 21 1 0 0 0 30 0 0 Delay /Veh: 76.8 16.9 0.0 0.0 79.7 28.0 0.0 0.0 0.0 82.0 0.0 0.0 ... + «......... « ................ .......« « .............u................. User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 76.8 16.9 0.0 0.0 79.7 28.0 0.0 0.0 0.0 82.0 0.0 0.0 DesignQueue: 39 18 0 0 25 8 0 0 0 31 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO _ ,S IS N 'MI _. S S 'a NB SI 'a 'f IIIIIII 'f SI S f S a a a a , tea .. as -. a ..a as as , ate - .a a a us, a 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 13 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 14 -1 . Gray's Crossing Gray's Crossing . with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 000 2000 HCM Operations Method (Base HCM Operations Method (Future Alternative) . ++ ».site* +, * te * 2 a . on is .1111* + *Base + V*l. a * te « .,rn+,. ++++* +**+++++ ' + + as * *xx ++ + 200 **texx eatei *xs *t *a*e F*+aae * Vsonle Alter.*. ve* x 1111* .. Intersection 412 Intersection ******e* *x++ * *at * ** + * ** * L * n * *++ * x++*++ * ,aa s***** + *+****************** ++1111* a +t *rect n * ee, * ** * . e * n * + e* * * *+ . f /Oe * *+ + *1 1 11 * ** * * *.. * * ** +*a*B r * * * * * * * * * +* Cycle (sec): 80 Critical Vol. /Cap. (X): 0.716 Cycle (sec): 80 Critical Vol. /Cap. (X): 0.912 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 15.9 Loss Time (sec): 12 (Y♦R - 4 sec) Average Delay (sec /veh): 29.2 Optimal Cycle` * * * * * * * 58 Level Of Service: B Optimal * ** *1111 1111 * *** * * * * * * * * **s * ** * * ** tml Cycle: ** L +e * * ** +x102 102 * * * * * * * ** * * * * ** *Levee Level *0* Of * Service: * * * * * * * ** *1111 * * * ** C * * * ** * ti*+ * .. 58 a Level t* set itee x ate , t i m a l te *Bee+ Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R 9. - T- R L - T- R L- T- R Movement: L - T- R 9. - T- R L - T- R L- T- R I II II II I 1 11 11 II I Control: Permitted Protected Permitted Permitted Control: Permitted Protected Permitted Permitted Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 1 0 0 0 1 0 0 1 0 0 0 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1170 500 435 765 25 81 Base Vol: 1170 500 435 765 25 81 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 1.0 1.0 Initial Bse: 1170 500 435 765 25 81 Initial Bse: 1170 500 435 765 25 81 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Added Vol: 97 0 36 87 144 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 PHF Volume: 1232 526 458 805 26 Initial Fut: 1267 500 471 852 169 81 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduced Vol: 1232 526 458 805 26 PHF Adj: 0.9 0.95 0.95 0.95 0.95 0.9 0.95 0.9 0.0 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 PHF Volume: 1334 526 496 897 178 MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 1232 526 458 805 26 Reduced Vol: 1334 526 496 897 178 I II II II I PCE Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0 0.0 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1334 526 496 897 178 Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I II II II I Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 3610 1615 1805 1900 0 1900 0 1900 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II 11 II I Adjustment: 1.00 0.95 0.85 0.95 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 2.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.34 0.33 0.25 0.42 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3610 1615 1805 1900 0 1357 0 1900 0 0 0 Crit Moves: * * ** * * ** 1 II 11 II I Green /Cycle: 0.00 0.48 0.48 0.35 0.83 0.00 0.02 0.00 0.00 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.72 0.68 0.72 0.51 0.00 0.72 0.00 0.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.37 0:33 0.27 0.47 0.00 0.13 0.00 0.00 0.00 0.00 0.00 Delay /Veh: 0.0 18.1 18.8 26.2 2.3 0.0 89.6 0.0 0.0 0.0 0.0 0.0 Grit - Moves: * * ** 1111 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0..41 0.41 0.30 0.71 0.00 0.14 0.00 0.00 0.00 0.00 0.00 AdjDel /Veh: 0.0 18.1 18.8 26.2 2.3 0.0 89.6 0.0 0.0 0.0 0.0 0.0 Volume /Cap: 0.00 0.91 0.80 0.91 0.67 0.00 0.91 0.00 0.00 0.00 0.00 0.00 DesignQueue: 0 31 13 14 7 0 1 0 0 0 0 0 Delay /Veh: 0.0 31.4 28.2 46.7 7.9 0.0 74.4 0.0 0.0 0.0 0.0 0.0 «L„ „**e+ + «n « * + +, + + **es + *.e * * *n * *L Lett + * «v+ *rrn * ** *eta * * *te + * **an * *tete * *ta User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 0.0 31.4 28.2 46.7 7.9 0.0 74.4 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 39 15 17 13 0 7 0 0 0 0 0 * e«****** * ** * **** * * *L** ** * * *****+2**te *** *Bee** ** *xn*** **ate *****r ** ** ** *nee *e*+ Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS9C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 15 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 16 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitiga tion. tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) ***«x a«.v********* W«**************************** *** *****a. *aa * ******* * * * *«*a**« «x.********************************************* * ******* ****** **** * ** ********** Intersection 416 Donner Pass Rd. 6 Pioneer Trails Intersection 416 Donner Pass Rd. 6 Pioneer Trails **«******************* a** x************************ *******x.* * **** * ****** * ******* ***.******.***** ************* *** **a *** *** * * * * ** aaa* *aaa **** *** ** *** * **** ** ****** Cycle (sec): 65 Critical Vol. /Cap. (X): 0.788 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.850 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.4 Loss Time (sec): 8 (Y+R - 4 sec) Average Delay (sec /veh): 14.9 Optimal Cycle: 56 Level Of Service: B Optimal Cycle: 68 Level Of Service: B ** ****a « * ******. **. ** **. * *** . *. * *** .****a ****** **. *a * * * *******« * * ***a ** «aaa * *** ** «****. «*a* *a* * *** ***** **** *x x . *** *** * ** *** ** **** * * **u ** * *x xx x * a as « * a * � * x x x . * x Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R 1 11 11 11 1 1 II 11 II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1 I1 II II I I II 11 11 1 Volume Module: Volume Module: Base Vol: 350 315 545 125 120 270 Base Vol: 350 315 545 125 120 270 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 350 315 545 125 120 270 Initial Bse: 350 315 545 125 120 270 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 126 65 17 19 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 368 332 574 132 126 284 Initial Fut: 350 441 610 142 139 270 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 368 332 574 132 126 284 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 368 464 642 149 146 284 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 368 332 574 132 126 284 Reduced Vol: 368 464 642 149 146 284 11 11 11 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 368 464 642 149 146 284 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 1 II 11 II I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 714 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 II II I Adjustment: 0.34 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.52 0.17 0.00 0.00 0.30 0.08 0.09 0.00 0.18 0.00 0.00 0.00 Final Sat.: 646 1900 0 0 1900 1615 1461 0 1615 0 0 0 Crit Moves: * *** ** ** I 11 11 11 1 Green /Cycle: 0.65 0.65 0.00 0.00 0.65 0.65 0.22 0.00 0.22 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.79 0.27 0.00 0.00 0.46 0.13 0.39 0.00 0.79 0.00 0.00 0.00 V01/Sat: 0.57 0.24 0.00 0.00 0.34 0.09 0.10 0.00 0.18 0.00 0.00 0.00 Delay /Veh: 16.7 4.8 0.0 0.0 5.9 4.3 22.2 0.0 34.8 0.0 0.0 0.0 Crit Moves: ** ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.67 0.67 0.00 0.00 0.67 0.67 0.21 0.00 0.21 0.00 0.00 0.00 AdjDel /Veh: 16.7 4.8 0.0 0.0 5.9 4.3 22.2 0.0 34.8 0.0 0.0 0.0 Volume /Cap: 0.85 0.36 0.00 0.00 0.50 0.14 0.48 0.00 0.85 0.00 0.00 0.00 DesignQueue: 5 4 0 0 8 2 4 0 8 0 0 0 Delay /Veh: 22.9 4.9 0.0 0.0 5.7 4.0 23.9 0.0 43.1 0.0 0.0 0.0 ** aa** a*** a * * *• « *a * * * ** * ** * * * ** * * * *** * * ** **** * * ** * * **** *** * ***** ** * * * ** * * * ** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 22.9 4.9 0.0 0.0 5.7 4.0 23.9 0.0 43.1 0.0 0.0 0.0 DesignQueue: 5 6 0 0 8 2 4 0 8 0 0 0 «..** a************************************* a**** ****a* *a* * ***** * *****a *a* ** *a** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO IMP fl 111111 111111 all. S. M. (S, .S: 'SI S 'I 'l' , N. SS' S SIM I' S M' '1111111 0 1111 0• a (St 0 111E 0 .11IS 0 S. 11111 '0 0: • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 17 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2Q23GraysCrossingNTDModLandUsewithMitigation. tfx) Level Of Service Computation Report • Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Alternative) *** ** *** « * * * ****** *a+ « * * * * ** a ******a *. *** * *******eeea** ** * ** *****•****aye * ** « x x *** ++ +xx* a x+. ** x * * * « ** * **. « ** ***** * . xx* * *. ** * « ua a*** ******* * * *.«*a +aa.« *x Intersection 418 Donner Pass Rd. s I * * 80 EB Off Ramp Intersection Donner s 418 PasRd. a I -80 E Off Ramp *x*ersection * *** * *eeea * . as * *a* * * * * ** *Off * aaa ***. * * * * * * * * «.a*... * «** * * * ** as «**«*.axon * a +a onner **a * ** * * a a xx*xex * aaa. + * * « *a a * ** * ** * ** a ***« »aa Cycle (sec): 55 Critical Vol./Cap. (X): 0.693 Cycle (sec): 55 Critical Vol. /Cap. (X): 0.769 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.3 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 14.6 Optimal Cycle: B Optimal Cycle: 50 Level Of Service: . a * ***** * . ** *a * x * * **x . *e... «.a *a *** * * ** **n * as * *** ** * *** n*. * * * ** *aaa. *****+ eeea .eeea** * *a a * ** .an *. * *a * « * «.aaa a * «*x ***** . ** * ** *aaa * *« x :aoo.a . ** **a * **o .a Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L- T- R L- T- R L - T- R L- T- R I II II II ) 1 11 11 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I II II 11 1 1 II 11 11 I Volume Module: Volume Module: Base Vol: 640 450 225 365 Base Vol: 640 450 225 365 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 640 450 225 365 Initial Bse: 640 450 225 365 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 116 55 11 0 • PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 0 0 0 PHF Volume: 674 474 237 384 Initial Fut: 756 505 236 365 Reduct vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 674 474 237 384 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 796 532 248 384 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 Final Vol.: 674 474 237 384 Reduced Vol: 796 532 248 384 I 11 II 11 1 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 . Saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1,00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 796 532 248 384 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 1 11 11 11 I Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 II 11 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0,77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 V01/Sat: 0.00 0.35 0.00 0.00 0.25 0.00 0.16 0.00 0.24 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit Moves: *** **** 1 11 11 11 1 Green /Cycle: 0.00 0.51 0.00 0.00 0.51 0.00 0.34 0.00 0.34 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.69 0.00 0.00 0.49 0.00 0.47 0.00 0.69 0.00 0.00 0.00 Vol /Sat: 0.00 0.42 0.00 0.00 0.28 0.00 0.17 0.00 0.24 0.00 0.00 0.00 Delay /Veh: 0.0 12.3 0.0 0.0 9.1 0.0 14.9 0.0 19.4 0.0 0.0 0.0 Crit Moves: a*** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.55 0.00 0.00 0.55 0.00 0.31 0.00 0.31 0.00 0.00 0.00 AdjDel /Veh: 0.0 12.3 0.0 0.0 9.1 0.0 14.9 0.0 19.4 0.0 0.0 0.0 Volume /Cap: 0.00 0.77 0.00 0.00 0.51 0.00 0.55 0.00 0.77 0.00 0,00 0.00 DesignQueue: 0 11 0 0 8 0 5 0 8 0 0 0 Delay /Veh: 0.0 13.3 0.0 0.0 8.3 0.0 17.2 0.0 24.3 0.0 0.0 0.0 eeea «*****nn* *e * * ** « * * *x* *aaa aaa * * * * * * *«aa **na *e**** * * * *** *eeea«..*«** «* **eeea+* User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 AdjDel /Veh: 0.0 13.3 0.0 0.0 8.3 0.0 17.2 0.0 24.3 0.0 0.0 0.0 DesignQueue: 0 12 0 0 8 0 5 0 9 0 0 0 *********** ** ********* aaa************************* * *********** ** * ****a*** ** * ** *a Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO 1 I Increased Development Alternative 2023 With Third Tahoe Donner Connector No Project and Plus Project Intersection LOS With Mitigation Measures Summer Weekend PM Peak Hour 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 t a MI TIM • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 1 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 2 -1 Gray's crossing Gray's Crossing with Mitigation Measures with Mitigation Measures (R1- 2023GraysCrossingNTDModLandusewithMitigation .tfx) ( R1- 2023GraysCrossingNTDModLandUsewithMitigation .tfx) Scenario Report Trip Generation Report Scenario: 2023 PM Peak - Weekend Forecast for PM Peak - Weekend Command: Default Command Volume: 2023 PM Peak - Weekend Zone Rate Rate Trips Trips Total % Of Geometry: Default Geometry 1 Subzone Amount Units In Out In Out Trips Total Impact Fee: Default Impact Fee Trip Generation: PM Peak - Weekend Trip Distribution: Base Paths: Default Paths 1 Planning Are 200.00 Single Family 0.35 0.32 70 64 134 13.7 Routes: Default Routes Zone 1 Subtotal 70 64 134 13.7 Configuration: Default Configuration 2 Planning Are 137.00 Single Family 0.35 0.32 48 44 92 9.4 Zone 2 Subtotal 48 44 92 9.4 3 Planning Are 58.00 Single Famile 0.35 0.32 20 19 39 4.0 Zone 3 Subtotal 20 19 39 4.0 4 Planning Are 32.00 single Family 0.35 0.32 11 10 21 2.1 Zone 4 Subtotal 11 10 21 2.1 5 Planning Are 18.00 Golf Course 0.67 0.85 12 15 27 2.8 5 Planning Are 5.00 Fitness Center 0.67 0.36 3 2 5 0.5 Zone 5 Subtotal 15 17 32 3.3 6 Planning Are 42.00 single Family 0.35 0.32 15 13 28 2.9 Zone 6 Subtotal 15 13 28 2.9 7 Planning Are 29.00 Single Family 0.35 0.32 10 9 19 1.9 Zone 7 Subtotal 10 9 19 1.9 8 Planning Are 135.00 Apartment /Loft 0.32 0.16 43 22 65 6.6 8 Planning Are 120.00 Lodge 0.45 0.60 54 72 126 12.8 Zone 8 Subtotal 97 94 191 19.5 9 Planning Are 120.00 Multi - Family 0.24 0.22 29 26 55 5.6 Zone 9 Subtotal 29 26 55 5.6 - 10 Church 17.50 Church 2.15 0.75 38 13 51 5.2 Zone 10 Subtotal 38 13 51 5.2 11 Planning Are 34.80 specialty Reta 1.02 1.28 35 45 80 8.2 11 Planning Are 4.10 Office 0.20 0.17 1 1 2 0.2 11 Planning Are 16.00 Gas Station 5.95 5.95 95 95 190 19.4 11 Planning Are 15.00 church 2.15 0.75 32 11 43 4.4 11 Planning Are 7.20 Community Cent 0.31 0.32 2 2 4 0.4 Zone 11 Subtotal 165 154 319 32.5 TOTAL 518 463 981 100.0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 3 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 4 -1 Gray's crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandusewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdLandUsewithMitigati0n. tfx) Trip Distribution Report - Turning Movement Report 214 Peak - Weekend Percent Of Trips Base Volume Northbound Southbound Eastbound Westbound Total To Gates Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1 2 3 4 5 6 7 8 9 10 11 Zone 81 SR 89 s Rainbow Dr. Base 0 320 195 20 405 0 0 0 0 130 0 15 1085 1 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 0 12 11 0 14 0 0 0 0 13 0 0 50 2 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 0 332 206 20 419 0 0 0 0 143 0 15 1135 3 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 4 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 82 SR 89 6 Prosser Dam Rd. 5 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 120 480 105 10 510 10 25 10 150 80 10 10 1520 6 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Added 89 3 176 18 4 5 3 19 62 167 20 17 583 7 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 Total 209 483 281 28 514 15 28 29 212 247 30 27 2103 8 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 9 2.5 0.8 0.8 8.3 4.2 10.0 8.3 5.8 1.7 2.5 7.5 43 Alder Dr. 6 Thayer Dr. 10 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3.0 3.0 1.0 1.0 2.0 10.0 7.0 5.0 1.0 2.0 7.0 Added 0 0 0 77 ' 0 1 2 7 0 0 7 107 201 Total 0 0 0 77 0 1 2 7 0 0 7 107 201 To Gates 12 13 14 15 16 17 18 19 20 21 22 64 Prosser Dam Rd. 6 Road A Zone Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 109 0 21 0 0 0 0 99 115 21 95 0 460 1 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 109 0 21 0 0 0 0 99 115 21 95 0 460 2 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 3 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 05 Prosser Dam Rd. 6 Road 8 4 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3.0 0.0 0.0 0.0 0.0. 0.0 0.0 0:0' 0.0 0.0 14.0 Added 11 0 2 0 0 0 0 106 13 2 105 0 239 6 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Total 11 0 2 0 0 0 0 106 13 2 105 0 239 7 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 8 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 66 Prosser Dam Rd. 6 Road C 9 4.2 0.3 0.0 0.0 0.0 9.4 0.0 0.0 7.3 0.0 0.8 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 10 3.0 0.0 0.0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Added 38 1 6 0 1 9 10 64 34 6 60 0 229' 11 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Total 38 1 6 0 1 9 10 64 34 6 60 0 229 To Gates 47 Prosser Dam Rd. 6 Road D 23 24 25 26 27 28 29 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Zone Added 0 0 0 0 0 B 9 62 0 0 57 0 136 Total 0 0 0 0 0 8 9 62 0 0 57 0 136 1 8.3 1.7 1.7 1.7 0.B 8.3 3.3 2 8.3 1.7 1.7 1.7 0.8 8.3 3.3 68 Prosser Dam Rd. 6 East Alder Creek Rd. 3 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 10 0 0 0 0 43 47 4 11 0 4 0 119 5' 3.0 '1.0 15.0 6.0 5.0 10.0 1.0 Total 10 0 0 0 0 43 47 4 11 0 4 0 119 6 8.3 1.7 1.7 1.7 0.8 8.3 3.3 7 8.3 1.7 1.7 1.7 0.8 8.3 3.3 410 SR 89 6 Donner Pass Rd. 8 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Base 325 430 ' 0 0 275 465 275 0 180 0 0 0 1950 9 8.3 1.7 1.7 1.7 0.8 8.3 3.3 Added 0 165 116 4 174 54 100 46 0 124 28 4 815 10 3.0 1.0 15.0 6.0 5.0 10.0 1.0 PasaBy 0 -14 14 9 -9 0 0 0 0 9- 0 14 23 11 3.0 1.0 15.0 6.0 5.0 ' 10.0 1.0 Total 325 581 130 13 440 519 375 46 180 133 28 18 '2788 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L56C , Denver, CO le l e f' 1, IS II la allig1 .IIII all S SIP at alt all O' !INs a s 'f at a a a a) .a a a rum a a a a • a all aI • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 4 -2 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 • Page 4 -3 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandtsewithMitigation .tfx) _ ( R1- 2023GraysCrossingNTDModLandusewitbMitigation .tfx) Volume Northbound Southbound Eastbound Westbound Total Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 411 SR 267 6 I -80 WB Off /On Ramp 420 Donner Pass Rd. 6 Bridge St. Base 820 375 0 0 445 15 0 0 0 755 0 380 2790 Base 0 0 0 0 0' 0 0 0 0 0 0 0 0 Added 0 241 0 0 124 175 0 0 0 0 0 40 580 Added 0 0 24 0 0 0 0 59 8 14 12 0 117 Total B20 616 0 0 569 190 0 0 0 755 0 420 3370 Total 0 0 24 0 0 0 0 59 8 14 12 0 117 412 SR 267 6 I -80 EB Off /On Ramp 421 Bridge St. 6 West River St. Base 0 1170 500 435 765 0 25 0 810 0 0 0 3705 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 97 0 36 87 0 144 0 0 0 0 0 364 • Added 0 17 0 0 15 7 7 0 0 0 0 0 46 Total 0 1267 500 471 852 0 169 0 810 0 0 0 4069 Total 0 17 0 0 15 7 7 0 0 0 0 0 46 413 SR 267 6 Brockway 453 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 69 0 0 62 25 28 0 0 0 0 0 184 Added 0 0 0 8 0 12 0 27 0 0 12 0 59 Total 0 69 0 0 62 25 28 0 0 0 0 0 184 Total 0 0 0 8 0 12 . 0 27 0 0 12 0 59 414 SR 267 6 Schaffer Mill Rd. 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 50 0 11 45 7 7 0 0 0 0 12 132 Added 0 29 0 31 0 0 0 0 0 0 0 0 60 Total 0 50 0 11 45 7 7 0 0 0 0 12 132 Total 0 29 0 31 0 0 0 0 0 0 0 0 60 415 SR 267 6 Northstar Dr. 460 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 38 0 0 34 11 12 0 0 0 0 0 95 Added 0 32 0 0 38 0 0 0 0 0 0 0 10 Total 0 38 0 0 34 11 12 0 0 0 0 0 95 Total 0 32 0 0 38 0 0 0 0 0 0 0 70 416 Donner Pass Rd. 4 Pioneer Trails 468 Base 350 315 0 0 545 125 120 0 270 0 0 0 1725 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 126 0 0 65 17. 19 0 0 0 0 0 221 Added 16 - 0 0 0 0 0 0 0 18 0 0 0 34 Total 350 441 0 0 610 142 139 0 270 0 0 0 1952 Total 16 0 0 0 0 0 0 0 18 0 0 0 34 417 Donner Pass Rd. 6 1 -80 WB On Ramp Base 200 665 0 0 450 365 - 0 0 0 0 0 0 1680 Added 0 126 0 0 55 10 0 0 0 0 0 0 191 Total 200 791 0 0 505 375 0 0 0 0 0 0 1871 418 Donner Pass Rd. 6 I -80 ED Off Ramp Base 0 640 0 0 450 0 225 0 365 0 0 0 1680 Added 0 116 0 0 55 0 11 0 0 0 0 0 182 Total 0 756 0 0 505 0 236 0 365 0 0 0 1862 419 Donner Pass Rd, 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 . Added 0 0 33 0 0 0 0 83 0 28 27 0 171 Total 0 0 33 0 0 0 0 83 0 28 27 0 171 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to L54C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSUC , Denver,. CO 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 5 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 5 -2 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDMOdLandVSewithMitigation .tfx) ( R1- 2023GraysC rossingNTDMOdLandUSewithMitigation. tfx) Link Volume Report - - Volume NB Link 6B Link EB Link WB Link Total PM Peak - Weekend Type In Out Total In Out Total In Out Total In Out Total Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume Base SR 2675 -8 239O Off/On ORampS 1215 0 835 835 1135 0 1135 5580 01 SR 89 6 Rainbow Dr. Added 241 124 365 299 281 580 0 175 175 40 0 40 1160 Base 515 535 1050 425 335 760 0 0 0 145 215 360 2170 Total 1436 1324 2760 759 1036 1795 0 1010 1010 1175 0 1175 6740 Added 23 27 50 14 12 26 0 0 0 13 11 24 100 I-80 EB Total 538 562 1100 439 347 786 0 0 0 158 226 384 2270 Base SR 1670 3245££ Ramp • 1 001195 2395 835 0 835 0 935 935 7410 M2 SR 89 6 Prosser Dam Rd. Added 97 87 184 123 241 364 144 0 144 0 36 36 728 Base 705 740 1445 530 515 1045 185 140 325 100 125 225 3040 Total 1767 1662 3429 1323 1436 2759 979 0 979 0 971 971 8138 Added 268 233 501 27 23 50 84 114 198 204 213 417 1166 Total 973 973 1946 557 538 1095 269 254 523 304 338 642 4206 813 SR 267 6 Brockway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 X3 Alder Dr. 6 Thayer Dr. Added 69 62 131 87 97 184 28 25 53 0 0 0 368 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 69 62 131 87 97 184 28 25 53 0 0 0 368 Added 0 0 0 78 109 187 9 8 17 114 84 198 402 Total 0 0 0 78 109 187 9 8 17 114 84 198 402 X14 SR 267 6 Schaffer Mill Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 M4 Prosser Dam Rd. 6 Road A Added 50 45 95 63 69 132 7 7 14 12 11 23 264 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 45 95 63 69 132 7 7 14 12 11 23 264 Added 130 136 266 0 0 0 214 204 418 116 120 - 236 920 Total 130 136 266 0 0 0 214 204 418 116 120 236 920 X15 SR 267 6 Northstar Dr. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 05 Prosser Dam Rd. 6 Road B Added 38 34 72 45 50 95 12 11 23 0 0 0 190 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 38 34 72 45 50 95 12 11 23 0 0 0 190 Added 13 15 28 0 0 0 119 116 235 107 108 215 478 Total 13 15 28 0 0 0 119 116 235 107 108 215 478 X16 Donner Pass Rd. 6 Pioneer Trails Base 665 815 1480 670 435 1105 390 475 865 0 0 0 3450 X6 Prosser Dam Rd. 6 Road C Added 126 65 191 82 145 227 19 17 36 0 0 0 454 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 791 880 1671 752 580 1332 409 492 901 0 0 0 3904 Added 45 41 86 10 11 21 108 107 215 66 70 136 458 Total 45 41 86 10 11 21 108 107 215 66 70 136 458 017 Donner Pass Rd. 6 I -80 WB On Ramp Base 865 450 1315 815 665 1480 0 565 565 0 0 0 3360 X7 Prosser Dam Rd. 6 Road D Added 126 55 181 65 126 191 0 10 10 0 0 0 382 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 991 505 1496 880 791 1671 0 575 575 0 0 0 3742 Added 0 0 0 8 9 17 71 65 136 57 62 119 272 Total 0 0 0 8 9 17 71 65 136 57 62 119 272 Base Donner Pass 8 450 865 1315 590 0 590 0 0 0 3360 X8 Prosser Dam Rd. 6 East Alder Creek Rd. Added 116 55 171 55 127 182 11 0 11 0 0 0 364 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 756 870 1626 505 992 1497 601 0 601 0 0 0 3724 Added 10 11 21 43 47 90 62 57 119 4 4 8 238 Total 10 11 21 43 47 90 62 57 119 4 4 8 238 019 Donner Pass Rd. 6 Glenshire Rd. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 X10 SR 89 6 Donner Pass Rd. Added 33 28 61 0 0 0 83 27 110 55 116 171 342 • Base 755 455 1210 740 705 1445 455 790 1245 0 0 0 3900 Total 33 28 61 0 0 0 83 27 110 55 116 171 342 Added 281 298 579 232 269 501 146 82 228 156 166 322 1630 PassBy 0 0 0 0 0 0 0 0 0 23 23 46 46 Total 1036 753 1789 972 974 1946 601 872 1473 179 189 368 5576 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO • al ,a, ,a .ea a ss i n n a all H, _ (O a :e a n IIIIII - to lit it mit (IIIIII '111■► 'WM Jew a .. f' . 'a m a is an all a.r apt aa' (.mot 2023 PM Peak - Weekend Fri May 16, 2003 15:56:24 Page 5 -3 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 6 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandusewithMitigation. tfx) ( R1- 2023GraysCrossingNTDModLandusewithMitigation .tfx) Volume NB Link SB Link EB Link WB Link Total Impact Analysis Report Type In Out Total In Out Total In Out Total In Out Total Volume Level Of Service Intersection Base Future Change 820 Donner Pass Rd. 6 Bridge St. Del/ V/ Del/ V/ in Base 0 0 0 0 0 0 0 0 0 0 0 0 0 LOS Veh C LOS Veh C Added 24 22 46 0 0 0 67 12 79 26 83 109 234 X 2 SR 89 s Prosser Dam Rd. A 9.7 0.513 C 22.1 0.871 +12.399 D/V Total 24 22 46 0 0 0 67 12 79 26 83 109 234 X 10 SR 89 6 Donner Pass Rd. B 12.1 0.511 C 23.1 0.830 +11.052 D/V 821 Bridge St. 6 West River St. Base 0 0 0 0 0 0 0 0 0 0 0 0 0 X 11 SR 267 6 2 -80 WB Off /On Ramp D 51.3 0.962 E 63.0 1.039 +11.668 D/V Added 17 15 32 22 24 46 7 7 14 0 0 0 92 Total 17 15 32 22 24 46 7 7 14 0 0 0 92 X 12 SR 267 6 I -80 EB Off /On Ramp B 15.9 0.716 C 29.2 0.912 +13.339 D/V 853 X 16 Donner Pass Rd. 6 Pioneer Trai B 13.4 0.788 B 14.9 0.850 + 1.504 D/V Base 0 0 0 0 0 0 0 0 0 0 0 . 0 0 Added 0 0 0 20 0 20 27 24 51 12 35 47 118 X 18 Donner Pass Rd. 6 I -80 EB Off B 13.3 0.693 B 14.6 0.769 + 1.282 D/V Total 0 0 0 20 0 20 27 24 51 12 35 47 118 0154 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 ' Added 29 0 29 31 29 60 0 0 0 0 31 31 120 Total 29 0 29 31 29 60 0 0 0 0 31 31 120 *60 Base 0 0 - 0 0 0 0 0 0 0 0 0 0 0 Added 32 38 70 38 32 70 0 0 0 0 0 - 0 140 Total 32 38 70 38 32 70 0 0 0 0 0 0 140 X68 Base - 0 0 0 0 0 0 0 0 0 0 0 0 - 0 Added 16 18 34 0 0 0- 18 16 34 0 0 0 68 Total 16 18 34 0 0 0 18 16 34 0 0 0 68 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (0) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 7 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 8 -1 Gray's Crossing Giti Crossing Measures with Mitigation Measures with Mitiga (R1- 2023GraysCrossingNTDMOdLandusewithMitlgat .tfx) ( R1- 2023GraysCrossingNTGMOdLantlUSewithMitlgatio . tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 82 SR 89 6 Prosser Dam Rd. intersection *2 SR 89 + 6 Prosser Dam+ + +a Rd. + + + + + + + + +a + + + +a ++ + + +a. + ++ ++ + + ++ ++ ar+ Critical Vol. /Cap. (X): Cycle (sec): 70 Cycle 0.513 cle + (sec): ++ .. + +70 + + ^ ++a ++ + ++ Critical Vol. /Cap. (Xla 0. Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 22.1 Loss Time (sec .a +a + + 1 (Y +R - 4 sec) LevelgO DSery (eec /veh): 9. + + + +aa .un***** Of + +A Optimal Cycle: 75 Level Of Service: C Optimal Cycle: : 31 Level Of Service; ++ *Service: + East+und.au+ +.West oun u++ Approach: North Bound SOUth Hound East Bound ound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L- T- R L- T- R L T R Movement: L -T -R L T R L T R L T R 1 1 1 1 1 1 1 1 1 1 1 I I 11 I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Include Include Permitted Rights: Include Include Include Include Lan. . G Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min: Include Include Inc Min. Green: 0 0 ' 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 Lanes: 1 1 0 0 1 0 11 1 0 0 1 0 11 0 0 11 0 0 11 0 0 11 0 0 1 i 11 !! 11 I Volume Module: Base Vol: 100 400 105 10 510 10 25 10 150 80 00 10 Base Vol: 120 480 105 10 510 10 25 10 150 80 10 10 .00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial 1 120 1 480 1105 1.10 1 1.10 1.00 1.10 1150 1.00 80 1.010 1.00 10 Ad Iseri ese: 120 400 105 10 510 00. 25 10 100 80 10 10 7 User Ads: 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 passerByVol: 8 0 0 170 1 8 0 4 5 3 0 0 10 6 0 360 20 30 PHF Vol; 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Initial Fut: 209 483 281 28 514 15 28 29 212 247 30 27 PHF Volume 120 500 110 I0 530 11 26 11 158 84 11 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reducce t Vol : 0 0 0 0 0 0 0 0 0 0 0 1 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj Vol': .06 .05 : 1.00 1.00 1. .01 00 507 01 26 11 158 84 11 11 PHF Volume: . 220 508 296 29 541 16 29 31 223 260 32 28 PCB Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ol: 0 0 0 0 FiF Adj: 1.00 1.00 1.00 1.00 1:37 1.00 1.00 1.00 1.00 1.84.1.11 1.11 Reduced 220 508 8 296 29 54 16 29 3 223 260 32 28 Final Vol.: 126 505 111 11 537 11 26 11 158 84 11 11 20E Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 i 1! 11 11 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: Sat/Lane: 1900 0997 1900 1900 1900 1900 0985 0985 1900 1900 0961 1900 508 296 29 541 16 29 31 223 260 32 28 61 Final Vol.: 220 11 11 11 1 Adjustment: 0.39 0.97 0.97 0.35 1.00 1.00 0.85 0.85 0.85 0.61 0.61 0.61 1 Lanes: 1.00 0.82 0.18 1.00 0.98 0.02 0.13 0.06 0.81 0.80 0.10 0.10 Saturation Flow Module: Final Sat.: 737 1516 333 656 1856 38 215 91 1309 923 121 121 Sat/Lane: 1900 1900 0995 1900 1900 1900 0985 0985 1900 1900 1900 1900 1 11 11 11 1 Adjustment: 0.31 0.95 0.95 0.12 1.00 1.00 0.85 0.85 0.85 0.52 0.52 0.52 Capacity Analysis Module: Lanes: 1.00 0.63 0.37 1.00 0.97 0.03 0.10 0.11 0.79 0.81 0.10 0.09 591 1134 661 236 1838 54 165 176 1268 804 99 87 Vol /Sat: 0.17 0.33 0:33 0.02 0.29 0.29 0.12 0.12 0.12 0.09 0.09 0.09 Final Sat.: 1 11 11 11 Crit Moves: + +++ Green /Cycle: 0.65 0.65 0.65 0.65 0.65 0.65 0.24 0..29 0.24 0.24'0.24 0.24 Vol/Sat: Analysis 0.37 0.45 0.12 0.29 0.29 0.18 0.18 0.18 0.32 0.32 0.32 Volume /Cap: 0.26 0.51 0.51 0.03 0.44 0.44 0.51 0.51 0.51 0.39 0.39 0.39 + +aa +a +a Delay /Veh; 5.5 6.8 6.8 4.4 6.3 6.3 24.4 24.4 24.4 23.4 23.4 23.4 Crit Moves: User V:: 1.00 1.00 1.00 1.00 6.3 6. 4 13 1.00 2404'24 1.00 2.04 2304 2304 Volume /Cap Green/Cycle: .72 0.87 0.87 0.24 0.57 0.57 0.47 0.47 0.47 0.87 0.87 0.87 0.51 0.51 0.51 0.51 0.51 0.51 0.37 0.37 0.37 0.37 0.37 0.37 De si l /gn0Veh u 6. 5.2 6.8 6.8 4.4 6.8 6.0 24.1 24.4 24.4 23.3 23.4 23.4 Delay /Veh: 21.5 24.0 24.0 10.4 12.5 12.5 17.4 17.4 17.4 40.0 40.0 40.0 Das ** *Quee: 2 8 2 o 8 0 . 0 . +aa a + + +u +a + +a + +a User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 au. . u.a+x ++.. +u uu+..+... + + . +u ++uuauaa+ ++ ++a + + + AdjDel /Veh: 21.5 24.0 24.0 10.4 12.5 12.5 17.4 17.4 17.4 40.0 40.0 40.0 DesignQueue: 4 11 6 1 11 0 1 1 6 7 1 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO A gra s S' a■S S IS alt .+mss a a .,S a , wat urn alls :airy. ors ai! MI , 1101 im �a a ,n S a o a a an a ea Alt us 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 9 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 10 -1 Gray's Crossing Gray's Crossing with Mitigation Measures with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandis ewithMitigation. tfx) ( R1- 2023GraysCrossinglTDModLandUsewithMitigation. tfx) Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) *************************..********************** * ****** * ***** * * ******* **** * * *** Intersection 410 SR 89 a Donner Pass Rd. Intersection 610 SR 89 6 Donner Pass Rd. .. **. * * *** * * * *. ** **** * ** ***. **. . ** ** *** ** . *. *u . **************************************** * * * ** ** * **** * ** ******* * * *** *** Cycle (sec): 75 Critical Vol. /Cap. (X): 0.511 Cycle (sec): 75 Critical Vol. /Cap. (X): 0.830 Loss Time (sec): 12 (Y +R - 4 sec) Average Delay (sec /veh): 12.1 Loss Time (sec): 12 (Y +R ■ 4 sec) Average Delay (sec /veh): 23.1 Optimal Cycle: 40 Level Of Service: B Optimal Cycle:OPTIMIZED Level Of Service: « * *... *. «« * * * «« . ** * ***« * * *** *«* . *« *♦ * ** ****** ** * * * * * *i . ** * * * ** ** * ** ♦u*** * * * * ***. * *** * * **** * * * **** * * *. « « « * « «* * ** Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L T - R I II II II I I 11 II II I Control: Permitted Permitted Split Phase Split Phase Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1! 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 1! 0 0 I II II 11 I 1 II 11 11 I Volume Module: Volume Module: Base Vol: 325 430 275 465 275 180 Base Vol: 325 430 0 275 465 275 0 180 0 0 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 325 430 275 465 275 180 Initial Bse: 325 430 0 275 465 275 0 180 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 165 116 174 54 100 46 0 124 28 4 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PasserByVol: 0 -14 14 -9 0 0 0 0 9 0 14 PHF Volume: 342 453 289 489 289 189 Initial Fut: 325 581 130 1 440 519 375 46 180 133 28 18 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 -1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 342 453 289 489 289 189 PHF Adj: 0.95 0.95 0.95 0.9 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 342 612 137 1 463 546 395 48 189 140 29 19 0B.F Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 342 453 289 489 289 189 Reduced Vol: 342 612 137 1 463 546 395 48 189 140 29 19 1 II II II I PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 342 612 137 1 463 , 546 395 48 189 140 29 19 Adjustment: 0.58 1.00 1.00 1.00 1.00 0.85 0.92 1.00 0.85 1.00 1.00 1.00 1 II II II I Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Saturation Flow Module: Final Sat.: 1096 1900 0 1900 1900 1615 3502 0 1615 0 1900 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I 11 II 11 I Adjustment: 0.40 0.97 0.97 0.19 1.00 0.85 0.92 0.88 0.08 0.95 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.82 0.18 1.00 1.00 1.00 2.00 0.20 0.80 0.75 0.15 0.10 Vol /Sat: 0.31 0.24 0.00 0.00 0.15 0.30 0.08 0.00 0.12 0.00 0.00 0.00 Final Sat.: 758 1511 338 355 1900 1615 3502 339 1333 1345 279 183 Crit Moves: I 11 11 II I Green /Cycle: 0.61 0.61 0.00 0.00 0.61 0.61 0.23 0.00 0.23 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.51 0.39 0.00 0.00 0.25 0.50 0.36 0.00 0.51 0.00 0.00. 0.00 Vol /Sat: 0.45 0.41 0.41 0.04 0.24 0.34 0.11 0.14 0.14 0.10 0.10 0.10 Delay/Veh: 8.9 7.7 0.0 0.0 6.8 8.5 24.6 0.0 26.4 0.0 0.0 0.0 Crit Moves: * * ** * * ** * **` User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.17 0.17 0.17 0.13 0.13 0.13 AdjDel /Veh: 8.9 7.7 0.0 0.0 6.8 8.5 24.6 0.0 26.4 0.0 0.0 0.0 Volume /Cap: 0.83 0.75 0.75 0.07 0.45 0.62 0.66 0.03 0.83 0.83 0.83 0.83 DesignQueue: 6 8 0 0 5 9 9 0 6 0 0 0 Delay /Veh: 27.4 16.2 16.2 8.3 10.6 13.2 31.8 48.1 48.1 53.9 53.9 53.9 ****•***** ******* *************************************************************** User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 27.4 16.2 16.2 8.3 10.6 13.2 31.8 48.1 48.1 53.9 53.9 53.9 DesignQueue: 7 13 3 0 9 11 14 2 7 5 1 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 11 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 12 -1 Gray's Crossing Gray a Crossing Measures with Mitigation Measures with Mitiga ( R1- 2023GraysCrossingNTDMOdLandUsewlthMitigation. tfx) ( R1- 2023GraysCroesirtgNTDMOdLandUSewlthMlTiga ti on.tLx l Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection #11 SR 267 6 I -80 BB Off /On Ramp Intersection #l1 SR 267 6 I -80 WB Off /On Ramp Cycle (sec): 100 Critical Vol. /Cap. (X): 0.962 Cycle (sec): 100 Critical Vol. /Cap. (X): 1.039 51.3 Loss Time (sec): 12 (Y+R - 4 sec) Average Delay (sec/veh): 63.0 Loss Time (le 12 (Y +R ■ 4 sec) Average Delay (sec/veh): D Optimal Cycle: 180 Level Of Service: Optimal Cycle: 148 Level 0 OE Service: Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L- T- R L- T- R L - T R L T R Movement: L -T -R L T R L- T R L T R I 11 II II I I II II II Control: Protected Permitted Permitted Permitted Rights: : Include include nc0utle Inccludetl lude Ignore Rights Protected P Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lan. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 Lanes: 2 0 1 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 1 0 1 1 1 I I I I I 1 II II II I Volume Module: Volume Module: Base Vol: 800 300 445 15 755 38 Base Vol: 820 375 445 15 755 38 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 1.0 .0 1.0 Iserial Bse; 800 375 445 15 700 38 Iddedal l:e: 820 375 445 15 755 38 0 4 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Vol: 0 241 124 175 0 PHF Vol: 0.95 0.95 0.9 0.9 0.95 0.15 0.9 0.9 0.9 0.95 0.9 0.0 Passe InitialyFut: 0 0 0 0 755 42 PHF Vol: 863 395 468 16 Initial 800 606 1.00 1.00 Re duct ct Vol: 0 0 0 0 0 User Adj: : 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduced Vol: 863 395 468 16 795 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.9 0.9 0.9 0.95 0.9 0.0 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 PHF Volume: 863 648 599 200 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 Reduct Vol: 0 0 0 0 0 795 Final Vol.: 863 395 468 16 795 Reduced Vol: 863 648 599 200 I II 11 11 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.00 1.0 0.0 saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.0 1.0 1.0 1.0 1.0 0.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 1 863 648 11 599 20011 II 1 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 Saturation Flow Modular Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Sat/Lane: 1900 du 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2248 1900 0 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 1.00 1.00 1.00 0.59 1.00 1.00 II II II Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 2.00 1.00 0.00 Capacity Analysis Module: M Grit 0.25 0.21 0.00 0.00 0.25 0.01 0.00 0.00 0.00 0.35 0.00 0.00 I 11 11 II I Cret Moves: Final Sat.: 3502 1900 0 0 1900 1615 0 0 0 2252 1900 0 ycl: 0.2. Analysis Module: Volume/Cap 0.26 0.52 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.36 0.00 0.00 V ol /Sat.25 0.34 0.00 0.00 0.32 0.12 0.00 0.00 0.00 0.35 0.00 0.00 Volume /Cap: : Capacity 52 1.40 0.00 0.00 0.95 2.08 0.00 0.00 0.00 5.92 0.00 0.00 Crit Moves: "" a "' 6f6∎ User 1 6. 0 15.0 0.0 0.0 1 0 1700 0.0 000 0.0 56.2 ,0 02 0. . 0..0 0 Green /Cycle: 0.24 0.55 0.00 0.00 0.31 0.31 0.00 0.00 0.00 0.33 0.00 0.00 Usti V 1..0 10.0 1 ..0 6 7 2..8 1. 1.00 1.00 1.00 10 1 . Volume /Cap: 1.03 0.62 0.00 0.00 1.03 0.40 0.00 0.00 0.00 1.06 0.00 0.00 AdjDel /Veb: 1.00 5663. 8 1511 0.0 0.0 65..1 27.8 0.. 1.00 0 0.0 0.0 56.2 0 0.0 .0 0.0 Dela DesSgnQueue: 38 11 0 0 21 1 0 0 0 30 0 0 User 1.00 1.00 1 00 1 00 1.00 1.00 1.00 1.00 1.00 1? 0 0.0 0.0 1.00 AdjDel /Veh: 76.8 16.9 0.0 0.0 79.7 28.0 0.0 0.0 0.0 82.0 0.0 0.0 DesSgnQueue: 39 18 0 0 25 8 0 0 0 31 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS SC Denver, CO .■. 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PIN . :_ se a Es e s . ami a am gm 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 15 -1 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 16 -1 Gray's Crossing Gray's Mitigation ions Meag with Mitigation Measures with ngNTDModLa Measures (A1 -2023G raysCrossingNTLMOdLandUSewlthMif igatlon.tfx) (RI- 2023GraysC rossingNTDMOdLantlUSewithMi tigat on.t x Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection 016 Donner Pass Rd. 5 Pioneer Trails Intersection 016 Donner Pass Rd. a Pioneer Trails .******..**...+*.++*** +.....4»+ +. ** * * * *** * * * * * * * *• * ** Critical Vol. /Ca (XI: 0.850 Cycle (sec): 65 Critical Vol. /Cap. (X): 0.788 Cycle (sec): 65 p• Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.4 Loss Time (sec): 8 (Y +R • 4 sec) Average Delay (sec /veh): 14.9 Optimal Cycle: ** Level Of Service: B Optimal Cycle: 68 Level Of Service: B Approach: + + North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T R L - T- R L T R Movement: L -T -R L T R L T R L T R 1 II it ' II 1 1 II 11 II Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include- Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1 1 1I 11 II 1 1 I1 11 I1 Volume Module: Volume. Module: Base Vol: 350 315 545 125 120 270 Base Vol: 350 315 545 125 120 270 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 350 315 545 125 120 270 Initial Bee: 350 315 545 125 120 270 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Added Vol: 0 126 65 17 19 0 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 D.9 0.9 PasserByVol: 0 0 0 0 0 0 PHF Volume: 368 332 574 132 126 284 Initial Fut: 350 441 610 142 139 270 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 368 332 574 132 126 284 PHF Adj: 0.95 0.95 0.9 0.9 0.95 0.95 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 368 464 642 149 146 284 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 0 0 Final Vol.: 368 332 574 132 126 284 Reduced Vol: 368 464 642 149 146 284 I II II 1I 1 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 368 464 642 149 146 284 Adjustment: 0.38 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 I 11 11 II _ I Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 714 1900 0 0 1900 1615 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II 11 11 I Adjustment: 0.34 1.00 1.00 1.00 1.00 0.85 0.77 1.00 0.05 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.52 0.17 0.00 0.00 0.30 0.08 0.09 0.00 0.18 0.00 0.00 0.00 Final Sat.: 646 1900 0 0 1900 1615 1461 0 1615 0 0 0 Crit Moves: * * ** * *** I II II 11 Green /Cycle: 0.65 0.65 0.00 0.00 0.65 0.65 0.22 0.00 0.22 0.00 0.00 0.00 Capacity Analysis Module: Vol /Sat: 0.57 0.24 0.00 0.00 0.34 0.09 0.10 0.00 0.18 0.00 0.00 0.00 Delay/Veh: 16.7 Volume /Cap: 0.79 0 ..8 0 ..0 0.00 0 ..9 04 5.9 4.3 22.2 3 0.39 0 0.0 0 14 0.79 .0 000 0.0 0.00 0 0.0 0 Crit Moves: * * ** 4444 1.00 4.8 0.0 0.0 14.8 1 ..0 1.00 1 . 9 1.00 1.00 1.0 0 1.00 1. .00 1.00 1.00 Green /Cycle: 0.67 0.67 0.00 0.00 0.67 0.67 0.21 0.00 0.21 0.00 0.00 0.00 User /V Volume /Cap: 0.85 0.36 0.00 0.00 0.50 0.14 0.48 0.00 0.85 0.00 0.00 0.00 Desigl /Veh: h: 1 166.. 7 16.7 4.8 0.0 0.0 5 5..8 4.3 22.2 0 0..0 34.8 8 0.. 0 0.0 0.0 Delay /Veh: 22.9 4.9 0.0 0.0 5.7 4.0 23.9 0.0 43.1 0.0 0.0 0.0 DesignQueue: 5 4 0 0 8 2 4 0 8 0 0 0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 22.9 4.9 0.0 0.0 5.7 4.0 23.9 0.0 43.1 0.0 0.0 0.0 DesignQueue: '5 6 0 0 8 2 4 0 8` 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, CO MO MI X- MI _ a MIS NM MS MN a SI = OM M +I a 211111 MIN r NM IS Si a ea NW MI r PS a s® s . r • 2023 PM Peak - Weekend Fri May 16, 2003 15:56:29 Page 17 -1 2023 911 Peak - Weekend Fri May 16, 2003 15:56:29 ` Page 18 -1 Gray's Crossing Gray's Crossing with Mitigation Measures • with Mitigation Measures ( R1- 2023GraysCrossingNTDModLandUsewithMitigation. tfx) ( R1- 2023GraysCrossingNTDMOdLandtsewithMitigation. tfx) Level Of Service Computation Report - Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) 2000 ACM Operations Method (Future Volume Alternative) R ♦ ♦ *** ♦* *** ** ** ♦ ♦♦f * * ** **** ***f **** ***** * *** ♦**** ♦♦ ♦ ♦** f f R ff ♦# R ♦ ♦ ♦RR Y♦f #RR ♦R ♦ ♦♦f f♦ 1f #RR f ♦f RR ♦4 ♦ }Rf ♦f R1} RR 1fY} *************** ** * *** ** ****** *** * ************* f f Intersection 818 Donner Pass Rd. 6 I -80 EB Off Ramp Intersection 818 Donner Pass Rd. & I -80 EB Off Ramp 1ff #RR ♦♦ ♦1R ♦ ♦ **** ** ♦** ♦ ♦f R♦ ****** *** 4411♦ **** * R ♦ ****** ***************** ************************♦************************ *** ******* * * * * *** *♦* ** fR } f R4f♦ Cycle (sec): 55 Critical Vol. /Cap. (R): 0.693 Cycle (sec): 55 Critical Vol. /Cap. (g): 0.769 Loss Time (sec): 8 (Y +R - 4 sec) Average Delay (sec /veh): 13.3 Loss Time (sec): 8 (Y +R ■ 4 sec) Average Delay (sec /veh): 14.6 Optimal Cycle: 42 Level Of Service: B Optimal Cycle: 50 Level Of Service: B ♦ *** ***** ♦** ♦ ♦ ♦ ♦*. * ♦ ♦* ♦♦ } ***♦Y «f ♦*** I . u } }* .f } .ff♦. ♦ f ♦ ♦} f•Yf ♦x ♦ ♦#RR fR♦ 1f♦ ♦ •f♦♦ Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T- R L - T- R L - T- R L- T- R Movement: L - T- R L - T- R L - T- R L- T- R I II II II 1 I 11 II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 Lanes: 0 0 1 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 I II II 11 I 1 II II 11 I Volume Module: - Volume Module: Base Vol: 640 450 225 365 Base Vol: 640 450 225 365 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1,00 1.0 1.0 1.0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Initial Bse: 690 450 225 365 Initial Bse: 640 450 225 365 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1,00 1.0 1.0 1.0 Added Vol: 116 55 11 0 PHF Adj; 0.9 0.95 0.9 D.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PasseiByVo1: 0 0 0 0 PHF Volume: 674 474 237 384 Initial Fut: 756 505 236 365 Reduct Vol: 0 0 0 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduced Vol: 674 474 237 384 PHF Adj: 0.9 0.95 0.9 0.9 0.95 0.9 0.95 0.9 0.95 0.9 0.9 0.9 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 PHF Volume: 796 - 532 248 384 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Reduct Vol: 0 0 0 0 Final Vol.: 674 474 237 384 Seduced Vol: 796 532 248 384 I II II II I PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Saturation Flow Module: MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.0 1.0 1.0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 796 532 248 384 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 I II 11 II I Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Saturation Flow Module: Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Sat /Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II 1 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Capacity Analysis Module: Lanes: 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Vol /Sat: 0.00 0.35 0.00 0.00 0.25 0.00 0.16 0.00 0.24 0.00 0.00 0.00 Final Sat.: 0 1900 0 0 1900 0 1461 0 1615 0 0 0 Crit Moves: ** **.* I 11 11 11 I Green /Cycle: 0.00 0 0.00 0.00 0.51 0.00 0.34 0.00 034 0.00 0.00 0.00 Capacity Analysis Module: Volume /Cap: 0.00 0.69 0.00 0.00 0.49 0.00 0.47 0.00 0.69 0.00 0.00 0.00 Vol /Sat: 0.00 0.42 0.00 0.00 0.28 0.00 0.17 0.00 0.24 0.00 0.00 0.00 Delay /Veh: 0.0 12.3 0.0 0.0 9.1 0.0 14.9 0.0 19.4 0.0 0.0 0.0 Crit Moves: ♦4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green /Cycle: 0.00 0.55 0.00 0.00 0.55 0.00 0.31 0.00. 0.31 0.00 0.00 0.00 AdjDel /Veh: 0.0 12.3 0.0 0.0 9.1 0.0 14.9 0.0 19.4 0.0 0.0 0.0 Volume /Cap: 0.00 0.77 0.00 0.00 0.51 0.00 0.55 0.00 0.77. 0.00 0.00 0.00 DesignQueue: 0 11 0 0 8 0 5 0 8 0 0 . 0 Delay/Veh: 0.0 13.3 0.0. 0.0 8.3 0.0 17.2 0.0 24.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDe1 /Veh: 0.0 13.3 0.0 0.0 8.3 0.0 17.2 0.0 24.3 0.0 0.0 0.0 DesignQueue: 0 12 0 0 8 0 5 0 9 0 0 0 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LSSC , Denver, CO Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to LS&C , Denver, 00 a a— al a a M a a a PIM NM I MN ■r I = NO M