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HomeMy Public PortalAboutMPSP-Traffic Capacity Analysis Part 1 CAPACITY ANALYSIS WORKSHEETS Arsenal Street at Western Avenue, Birmingham Parkway and Soldiers Field Road Arsenal Street at Greenough Boulevard (East) Arsenal Street at Greenough Boulevard (West) Arsenal Street at Arlington Street and Coolidge Avenue Arsenal Street at Elm Street Arsenal Street at the Watertown Mall Driveway Arsenal Street at the Arsenal Mall Right-In/Right-Out Driveway Arsenal Street at the Arsenal Mall Driveway and Watertown Mall Driveway Arsenal Street at the Right-In, Entry-Only Arsenal Mall Driveway Arsenal Street at Arsenal Court Arsenal Street at Talcott Avenue Arsenal Street at Kingsbury Avenue Arsenal Street at School Street Arsenal Street at Wooley Avenue Arsenal Street at Louise Street Arsenal Street at Beechwood Avenue Arsenal Street at Irving Street Arsenal Street at North Beacon Street and Taylor Street North Beacon Street at Greenough Boulevard North Beacon Street at Nonantum Road Main Street and North Beacon Street at Mt. Auburn Street, Galen Street and Charles River Road Galen Street at Watertown Street and Nonantum Road Main Street at Pleasant Street Main Street at Church Street School Street at Walnut Street and Dexter Avenue School Street at Boylston Street Mount Auburn Street at School Street School Street at Maplewood Street Belmont Street at School Street Arlington Street at Nichols Avenue and Coolidge Hill Road/Crawford Street Arlington Street at Grove Street Arlington Street at Mount Auburn Street Arlington Street at Maplewood Street Arsenal Street at Western Avenue, Birmingham Parkway and Soldiers Field Road Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 Vi tT *T+ if Volume(vph) 144 414 0 158 281 11 468 318 393 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 979 318 256 Travel Time(s) 3.2 22.3 7.2 5.8 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) 48% Lane Group Flow(vph) 153 440 0 188 348 0 259 577 418 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 12 3 15 4 Permitted Phases 1 2 3 1 5 4 4 Detector Phase 2 1 2 3 1 5 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 26.0 26.0 26.0 Total Split(%) 14.2% 20.5% 20.5% 20.5% Maximum Green(s) 12.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 66.4 74.4 58.0 58.0 22.0 22.0 22.0 Actuated g/C Ratio 0.53 0.59 0.46 0.46 0.18 0.18 0.18 v/c Ratio 0.59 0.21 0.46 0.21 0.92 0.98 0.68 Control Delay 21.9 0.3 28.1 20.5 87.8 83.9 10.5 Queue Delay 3.5 0.7 0.0 0.0 0.0 0.0 0.0 Total Delay 25.4 1.0 28.1 20.5 87.8 83.9 10.5 LOS C A C C F F B Approach Delay 7.3 23.2 60.2 Approach LOS A C E Queue Length 50th (ft) 96 0 104 86 231 262 0 Queue Length 95th(ft) 155 0 160 111 #414 #391 99 Internal Link Dist(ft) 61 899 238 176 Turn Bay Length(ft) Base Capacity(vph) 261 2103 408 1627 282 589 617 Starvation Cap Reductn 50 1284 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.73 0.54 0.46 0 21 0.92 0.98 0.68 Intersection Summary Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:Uobs173191SynchrolBirmingham ParkwaylEX AM.syn Page 1 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group 01 e3 e5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Right Turn on Red Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 41.0 21.0 21.0 Total Split(%) 32% 17% 17% Maximum Green(s) 35.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylEX AM.syn Page 2 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay:38.7 Intersection LOS: D Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 100:Market Street/Soldiers Field Road EB Ramps&Western Ave. �1110:101T102 M100=1014102 #100#101#102 :100#101TM102 #100#1014102 u u—fir 1 ►-��. # o z --► J'* �--- - I i--�--4— 5 41s 18s I E21s I P26s Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\EX AM.syn Page 3 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 1I8/18/2016 --* --1. 4--- t i -V Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti� ttt 0 Volume(vph) 0 535 362 0 748 0 0 0 0 23 170 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed(mph) 30 30 30 30 Link Distance(ft) 71 141 163 413 Travel Time(s) 1.6 3.2 3.7 9.4 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 954 0 0 890 0 0 0 0 0 233 0 Turn Type NA NA Perm NA Protected Phases 12 1 2 4 5 3 Permitted Phases 3 Detector Phase 12 1 2 4 5 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 16.5% 16.5% Maximum Green(s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 55.0 102.0 15.4 Actuated g/C Ratio 0.44 0.81 0.12 v/c Ratio 0.62 0.22 0.53 Control Delay 1.5 0.2 56.3 Queue Delay 0.3 0.7 0.0 Total Delay 1.8 0.9 56.3 LOS A A E Approach Delay 1.8 0.9 56.3 Approach LOS A A E Queue Length 50th (ft) 0 2 94 Queue Length 95th(ft) m0 m3 126 Internal Link Dist(ft) 1 61 83 333 Turn Bay Length(ft) Base Capacity(vph) 1533 4136 482 Starvation Cap Reductn 0 2748 0 Spillback Cap Reductn 156 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.69 0.64 0.48 Intersection Summary Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\EX AM.syn Page 4 Lanes, Volumes, Timings 101: Arsenal StreetMestern Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group 01 o2 o4 o5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Right Turn on Red Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 26.0 21.0 Total Split(%) 32% 14% 20% 17% Maximum Green(s) 35.0 12.0 20.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None none None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spiiiback Cap Reductn Storage Cap Reductn Reduced vlc Ratio Intersection Summary Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:Wobs0191SynchrolBirmingham ParkwaylEX AM.syn Page 5 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay:7.5 Intersection LOS:A Intersection Capacity Utilization 39.7% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 101:Arsenal Street/Western Ave.&Soldiers Field Road WB Ramps #100#101#102 #100#101#102 #100#101#102 #100#1011102 1100#101#102 141� IU18S I U21s 1 I,126s I L].21S ! 1,J Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylEX AM.syn Page 6 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT tt 1+ rrt Volume(vph) 0 897 43 42 706 0 0 0 0 0 10 87 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 10 11 12 12 12 12 12 12 12 Right Turn on Red Yes Yes Yes Yes Link Speed(mph) 30 30 30 30 Link Distance(ft) 831 71 253 226 Travel Time(s) 18.9 1.6 5.8 5.1 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) 45% Lane Group Flow(vph) 0 1000 0 50 840 0 0 0 0 0 59 58 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 2 4 5 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 2 4 5 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 21.0 21.0 Total Split(%) 32.3% 14.2% 16.5% 16.5% Maximum Green(s) 35.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) 37.0 98.0 102.0 15.4 15.4 Actuated g/C Ratio 0.30 0.78 0.81 0.12 0.12 v/c Ratio 1.01 0.10 0.30 0.25 0.17 Control Delay 76.0 0.5 0.3 20.9 1.0 Queue Delay 15.3 0.0 0.0 0.0 0.0 Total Delay 91.2 0.5 0.3 20.9 1.0 LOS F A A C A Approach Delay 91.2 0.3 11.1 Approach LOS F A B Queue Length 50th(ft) -456 1 1 9 0 Queue Length 95th(ft) #596 0 1 46 0 Internal Link Dist(ft) 751 1 173 146 Turn Bay Length(ft) Base Capacity(vph) 986 494 2782 255 363 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 42 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.06 0.10 0.30 0.23 0.16 Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:Uobs173191SynchrolBirmingham ParkwaylEX AM.syn Page 7 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 Intersection Summary Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.4 Natural Cycle: 90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay:46.3 Intersection LOS:D Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period(min) 15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102:Soldiers Field Road WB On-Ramp&Arsenal Street 100#101#102 4100#1014102 :100#101#102 #100#101#102 #100#101#102 *,07 21s�3 �� 05 �41s �._I18s .21s I E26s j 521s Arsenal Project 2016 Existing Weekday Morning Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\EX AM.syn Page 8 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. * 18/18/2016 � � 4--- '1- I t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vi +T+ Vi tT #1t rrt Volume(vph) 74 383 0 256 497 22 547 238 300 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 1805 3539 0 1770 3518 0 1626 3350 1583 0 0 0 Flt Permitted 0.077 0.513 0.950 0.974 Satd. Flow(perm) 146 3539 0 956 3518 0 1626 3350 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 4 337 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 1170 291 256 Travel Time(s) 3.2 26.6 6.6 5.8 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 79 407 0 305 618 0 307 575 337 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 1 2 3 15 4 Permitted Phases 1 2 3 15 4 4 Detector Phase 2 1 23 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 31.0 31.0 31.0 Total Split(%) 13.6% 23.5% 23.5% 23.5% Maximum Green(s) 12.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 66.1 74.1 58.0 58.0 27.0 27.0 27.0 Actuated g/C Ratio 0.51 0.57 0.45 0.45 0.21 0.21 0.21 v/c Ratio 0.31 0.20 0.72 0.39 0.91 0.88dl 0.57 Control Delay 11.3 0.3 41.1 25.2 81.8 60.8 8.6 Queue Delay 1.1 0.7 0.0 0.0 0.0 0.0 0.0 Total Delay 12.4 1.0 41.1 25.2 81.8 60.8 8.6 LOS B A D C F E A Approach Delay 2.9 30.5 51.6 Approach LOS A C D Queue Length 50th(ft) 27 1 209 182 283 259 0 Queue Length 95th(ft) m56 1 300 215 #472 #337 80 Internal Link Dist(ft) 61 1090 211 176 Turn Bay Length (ft) Base Capacity(vph) 252 2067 426 1571 337 695 595 Starvation Cap Reductn 65 1288 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:1Jobs173191Synchro0rmingham Parkway\EX PM.syn Page 1 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group 01 o3 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 41.0 21.0 21.0 Total Split(%) 31% 16% 16% Maximum Green (s) 35.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\EX PM.syn Page 2 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 18/18/2016 -1, _10. --t 4\ I♦ i 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.52 0.72 0.39 0.91 0.83 0.57 Intersection Summary_ Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.1 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay:35.2 Intersection LOS: D Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 100: Market Street/Soldiers Field Road EB Ramps.&Western Ave. �100;�171:102 _100_4101;�102 #100;!�1101;t1102 #100 1014102 T100 101T102 41s U18s 215 [ §;31s [ 21s Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\EX PM.syn Page 3 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 -.-, -; -,* f- 4- ',- 4\ t 1 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t'+ ttt 4t Volume(vph) 0 437 427 0 1043 0 0 0 0 20 169 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3293 0 0 5085 0 0 0 0 0 3592 0 Flt Permitted 0.995 Satd. Flow(perm) 0 3293 0 0 5085 0 0 0 0 0 3592 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 228 Link Speed(mph) 30 30 30 30 Link Distance(ft) 81 141 194 413 Travel Time(s) 1.8 3.2 4.4 9.4 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 1% Shared Lane Traffic(%) Lane Group Flow(vph) 0 919 0 0 1242 0 0 0 0 0 220 0 Turn Type NA NA Perm NA Protected Phases 12 1 245 3 Permitted Phases 3 Detector Phase 12 1 245 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 15.9% 15.9% Maximum Green (s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 55.0 107.0 15.1 Actuated g/C Ratio 0.42 0.82 0.12 v/c Ratio 0.60 0.30 0.53 Control Delay 1.4 0.2 59.0 Queue Delay 0.0 0.4 0.0 Total Delay 1.5 0.6 59.0 LOS A A E Approach Delay 1.5 0.6 59.0 Approach LOS A A E Queue Length 50th (ft) 0 1 93 Queue Length 95th(ft) m0 1 129 Internal Link Dist(ft) 1 61 114 333 Turn Bay Length (ft) Base Capacity(vph) 1524 4183 469 Starvation Cap Reductn 0 2135 0 Spillback Cap Reductn 26 0 0 Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:IJobs173191SynchrolBirmingham ParkwaylEX PM.syn Page 5 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group 01 o2 o4 e5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 31.0 21.0 Total Split(%) 31% 14% 23% 16% Maximum Green(s) 35.0 12.0 25.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:Uobs173191Synchro0rmingham Parkway\EX PM.syn Page 6 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 --, —0. f- *-- t - 141 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.61 061 0.47 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.1 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 6.3 Intersection LOS:A Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. (Splits and Phases: 101:Arsenal Street/Western Ave.&&Soldiers Field Road WB Ramps j41s f 1. 118s H21s Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\EX PM.syn Page 7 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 1I8/18/2016 -11 --* --t 4\ t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT+ ►� tt T r Volume(vph) 0 864 78 93 950 0 0 0 0 0 6 85 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 10 11 12 12 12 12 12 12 12 Satd. Flow(prot) 0 3383 0 1652 3421 0 0 0 0 0 1567 1534 Fit Permitted 0.286 Satd. Flow(perm) 0 3383 0 497 3421 0 0 0 0 0 1567 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 7 50 174 Link Speed(mph) 30 30 30 30 Link Distance(ft) 821 81 202 171 Travel Time(s) 18.7 1.8 4.6 3.9 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 1002 0 111 1131 0 0 0 0 0 57 49 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 245 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 245 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 21.0 21.0 Total Split(%) 31.1% 13.6% 15.9% 15.9% Maximum Green(s) 35.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) 37.0 103.0 107.0 15.1 15.1 Actuated g/C Ratio 0.28 0.79 0.82 0.12 0.12 v/c Ratio 1.04 0.21 0.40 0.25 0.15 Control Delay 83.7 1.0 0.5 19.6 1.0 Queue Delay 16.8 0.0 0.0 0.0 0.0 Total Delay 100.5 1.0 0.5 19.6 1.0 LOS F A A B A Approach Delay 100.5 0.5 11.0 Approach LOS F A B Queue Length 50th(ft) -484 0 0 5 0 Queue Length 95th(ft) #627 0 0 45 0 Internal Link Dist(ft) 741 1 122 91 Turn Bay Length (ft) Base Capacity(vph) 967 518 2814 248 351 Starvation Cap Reductn 0 0 0 0 0 Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylEX PM.syn Page 9 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/18/2016 Lane Group o4 05 Lan4onfigurations Volume(vph) Ideal Flow(vphpl) Lane Width (ft) Satd. Flow(prot) At Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 31.0 21.0 Total Split(%) 23% 16% Maximum Green(s) 25.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\EX PM.syn Page 10 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street I 8/18/2016 -"' ­40. --* 1- 4-- *-- t # 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 40 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.08 0.21 0.40 0.23 0.14 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.1 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay:43.6 Intersection LOS: D Intersection Capacity Utilization 49.7% ICU Level of Service A Analysis Period(min) 15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102: Soldiers Field Road WB On-Ramp&Arsenal Street -100#101#102 #100#101;�102 ;�100#101#102 1100#1011-102 #1004t101#102 I41� I miss I ■:zis I LJ31s IJ,zis I Arsenal Project 2016 Existing Weekday Evening Synchro 8 Report &:Jobs173191Synchro0irmingham Parkway\EX PM.syn Page 11 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. I 8/18/2016 ---* --I, f- 4% I♦ t -*I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 0 Vi +Tt r Volume(vph) 67 408 0 162 313 13 428 158 267 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 1805 3539 0 1752 3488 0 1643 3361 1583 0 0 0 Flt Permitted 0.079 0.497 0.950 0.972 Satd. Flow(perm) 150 3539 0 917 3488 0 1643 3361 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 4 275 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 1093 293 256 Travel Time(s) 3.2 24.8 6.7 5.8 Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.97 0.97 0.97 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 72 439 0 178 358 0 220 384 275 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 1 2 3 15 4 Permitted Phases 1 2 3 15 4 4 Detector Phase 2 1 23 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 31.0 31.0 31.0 Total Split(%) 13.6% 23.5% 23.5% 23.5% Maximum Green(s) 12.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 64.8 72.8 58.0 58.0 26.6 26.6 26.6 Actuated g/C Ratio 0.50 0.57 0.45 0.45 0.21 0.21 0.21 v/c Ratio 0.28 0.22 0.43 0.23 0.65 0.55 0.50 Control Delay 10.4 0.4 28.7 22.1 57.1 49.4 8.4 Queue Delay 1.3 0.5 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 0.9 28.7 22.1 57.1 49.4 8.4 LOS B A C C E D A Approach Delay 2.4 24.3 38.5 Approach LOS A C D Queue Length 50th(ft) 21 1 100 93 186 158 0 Queue Length 95th(ft) m54 1 t 75 133 291 220 75 Internal Link Dist(ft) 61 1013 213 176 Turn Bay Length(ft) Base Capacity(vph) 256 2095 414 1578 345 706 550 Starvation Cap Reductn 81 1185 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\EX SAT.syn Page 8 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group 01 o3 e5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 41.0 21.0 21.0 Total Split(%) 31% 16% 16% Maximum Green(s) 35.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham ParkwayU SAT.syn Page 9 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 -1" --* ­�* 4\ t 1 -V Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.41 048 0.43 023 0.64 0.54 0.50 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 128.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.94 Intersection Signal Delay:25.0 Intersection LOS: C Intersection Capacity Utilization 63.5% ICU Level of Service B Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: Market Street/Soldiers Field Road EB Ramps&Western Ave. TM1004101-4102 41004101TM10Z 4100#101#1102 #1004101#102 #100#101#102 1 1 F —♦ r • es s I t �— 4 5 41s 1 185 1 M21s 1 §31s 1 Kf21s 1 i( Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:1Jobs173191Synchro8rmingham Parkway\EX SAT.syn Page 10 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 *-- -*�' t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT+ ttt J-i Volume(vph) 0 441 370 0 741 0 0 0 0 34 106 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3313 0 0 5036 0 0 0 0 0 3567 0 Flt Permitted 0.988 Satd. Flow(perm) 0 3313 0 0 5036 0 0 0 0 0 3567 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 198 Link Speed(mph) 30 30 30 30 Link Distance(ft) 71 141 177 413 Travel Time(s) 1.6 3.2 4.0 9.4 Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.92 0.92 0.92 0.87 0.87 0.87 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 872 0 0 805 0 0 0 0 0 161 0 Turn Type NA NA Perm NA Protected Phases 12 1 2 4 5 3 Permitted Phases 3 Detector Phase 12 1 2 4 5 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 15.9% 15.9% Maximum Green (s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 55.0 106.6 13.8 Actuated g/C Ratio 0.43 0.83 0.11 v/c Ratio 0.57 0.19 0.42 Control Delay 1.3 0.2 56.9 Queue Delay 0.0 0.3 0.0 Total Delay 1.3 0.5 56.9 LOS A A E Approach Delay 1.3 0.5 56.9 Approach LOS A A E Queue Length 50th (ft) 0 1 67 Queue Length 95th(ft) m0 1 100 Internal Link Dist(ft) 1 61 97 333 Turn Bay Length(ft) Base Capacity(vph) 1533 4166 472 Starvation Cap Reductn 0 2605 0 Spillback Cap Reductn 21 0 0 Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:Wobs173191Synchro\Birmingham Parkway\EX SAT.syn Page 12 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group 01 o2 04 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 31.0 21.0 Total Split(%) 31% 14% 23% 16% Maximum Green(s) 35.0 12.0 25.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:IJobsU3191Synchro\Birmingham Parkway\EX SAT.syn Page 13 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 1I8/18/2016 --4' --* f- 4--- *-- t i -4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.58 0.52 0.34 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 128.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.94 Intersection Signal Delay: 5.8 Intersection LOS:A Intersection Capacity Utilization 37.4% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 101:Arsenal Street/Western Ave.&Soldiers Field Road WB Ramps 4100#101:102 41004t101#102 14t1004101#102 T100#101#102 #100#101#102 0. 1 I ±; ■ o • 0 1 4— 4—F45 poi S I ILI1B S 1 K21 S 1 F.31 S Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\EX SAT.syn Page 14 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 1I8/18/2016 __A __* --,* '+-- 4-- 4\ t i Lane Group EBL EBT EBR W8L WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations �11, tt 1� rrt Volume(vph) 0 811 77 50 691 0 0 0 0 0 25 101 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3496 0 1752 3505 0 0 0 0 0 1623 1534 Fit Permitted 0.300 Satd. Flow(perm) 0 3496 0 553 3505 0 0 0 0 0 1623 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 7 55 174 Link Speed(mph) 30 30 30 30 Link Distance(ft) 831 71 169 175 Travel Time(s) 18.9 1.6 3.8 4.0 Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.97 0.97 0.97 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 955 0 55 759 0 0 0 0 0 82 55 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 2 4 5 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 2 4 5 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 21.0 21.0 Total Split(%) 31.1% 13.6% 15.9% 15.9% Maximum Green(s) 35.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 37.0 102.6 106.6 13.8 13.8 Actuated g/C Ratio 0.29 0.80 0.83 0.11 0.11 v/c Ratio 0.94 0.10 0.26 0.37 0.17 Control Delay 62.3 0.4 0.3 26.4 1.2 Queue Delay 2.8 0.0 0.0 0.0 0.0 Total Delay 65.1 0.4 0.3 26.4 1.2 LOS E A A C A Approach Delay 65.1 0.3 16.3 Approach LOS E A B Queue Length 50th (ft) 410 1 0 22 0 Queue Length 95th(ft) #565 0 1 74 0 Internal Link Dist(ft) 751 1 89 95 Turn Bay Length(ft) Base Capacity(vph) 1012 572 2899 262 354 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 25 0 0 0 0 Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham ParkwayU SAT.syn Page 16 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/18/2016 Lane Group o4 05 Laneitonfaurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd.Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 31.0 21.0 Total Split(%) 23% 16% Maximum Green(s) 25.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) Actuated g/C Ratio We Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:IJobs173191SynchrolBirmingham ParkwayU SAT.syn Page 17 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 Lane Group FBL EBT EBR WBL WBT UVBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 097 0.10 0.26 0.31 0.16 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 128.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.94 Intersection Signal Delay:33.9 Intersection LOS: C Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102:Soldiers Field Road WB On-Ramp&Arsenal Street I —.�#-- 01 �� w���oI --� �-T 203 #1°°#�#� 5 �41s 1 MISS, I A215 ": _j 1131S 21s Arsenal Project 2016 Existing Saturday Midday Synchro 8 Report S:IJobs173191SynchrolBirmingham ParkwaylEX SAT.syn Page 18 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 18/18/2016 # - *-- I* ! t 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT 0 +Tt r Volume(vph) 157 514 0 169 414 12 507 341 421 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 1805 3471 0 1687 3522 0 1610 3361 1553 0 0 0 Flt Permitted 0.076 0.448 0.950 0.980 Satd. Flow(perm) 144 3471 0 796 3522 0 1610 3361 1553 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 448 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 979 318 256 Travel Time(s) 3.2 22.3 7.2 5.8 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) 48% Lane Group Flow(vph) 167 547 0 201 507 0 280 622 448 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 1 2 3 15 4 Permitted Phases 1 2 3 15 4 4 Detector Phase 2 1 23 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 26.0 26.0 26.0 Total Split(%) 14.2% 20.5% 20.5% 20.5% Maximum Green(s) 12.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 66.7 74.7 58.0 58.0 22.0 22.0 22.0 Actuated g/C Ratio 0.53 0.59 0.46 0.46 0.18 0.18 0.18 v/c Ratio 0.64 0.27 0.55 0.31 1.00 1.06 0.70 Control Delay 21.0 0.3 31.8 22.0 104.9 102.8 10.7 Queue Delay 5.5 1.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.5 1.3 31.8 22.0 104.9 102.8 10.7 LOS C A C C F F B Approach Delay 7.2 24.8 72.7 Approach LOS A C E Queue Length 50th(ft) 93 0 118 135 --257 -310 0 Queue Length 95th(ft) m120 0 182 162 #459 #436 103 Internal Link Dist(ft) 61 899 238 176 Turn Bay Length(ft) Base Capacity(vph) 261 2098 367 1626 281 588 641 Starvation Cap Reductn 51 1237 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB AM.syn Page 1 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group 01 o3 e5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 41.0 21.0 21.0 Total Split(%) 32% 17% 17% Maximum Green (s) 35.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:IJobs173191Synchro0irmingham Parkway\NB AM.syn Page 2 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 1I8/18/2016 -A — 4--- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.64 0.55 0.31 1.00 1.06 0.70 Intersection Summary _ Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.7 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay:43.6 Intersection LOS: D Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period(min) 15 - Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: Market Street/Soldiers Field Road EB Ramps&Western Ave. �100;--101:102 41004t101;�-'102 4t100_'101--102 T100 101T102 #11DO 10 1#10 2 141s 1 U18s 1 W21s i 426 S �;21s Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:Uobs173191Synchro\Birmingham Parkwayl1\16 AM.syn Page 3 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps II 8/18/2016 --* --,, f- *-- 4\ t i -V Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT ttt fit Volume(vph) 0 646 388 0 920 0 0 0 0 25 182 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3301 0 0 5085 0 0 0 0 0 3557 0 Flt Permitted 0.994 Satd. Flow(perm) 0 3301 0 0 5085 0 0 0 0 0 3557 0 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 124 Link Speed (mph) 30 30 30 30 Link Distance(ft) 71 141 163 413 Travel Time(s) 1.6 3.2 3.7 9.4 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1100 0 0 1095 0 0 0 0 0 249 0 Turn Type NA NA Perm NA Protected Phases 12 1 245 3 Permitted Phases 3 Detector Phase 12 1 245 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 16.5% 16.5% Maximum Green (s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 55.0 102.0 15.7 Actuated g/C Ratio 0.44 0.81 0.12 v/c Ratio 0.73 0.27 0.56 Control Delay 3.6 0.3 56.9 Queue Delay 0.7 0.5 0.0 Total Delay 4.2 0.8 56.9 LOS A A E Approach Delay 4.2 0.8 56.9 Approach LOS A A E Queue Length 50th(ft) 62 3 101 Queue Length 95th(ft) m0 m3 134 Internal Link Dist(ft) 1 61 83 333 Turn Bay Length(ft) Base Capacity(vph) 1513 4126 481 Starvation Cap Reductn 0 2421 0 Spillback Cap Reductn 149 0 0 Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro0rmingham ParkwaylNB AM.syn Page 5 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group 01 o2 o4 e5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd.Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 26.0 21.0 Total Split(%) 32% 14% 20% 17% Maximum Green(s) 35.0 12.0 20.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylNB AM.syn Page 6 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 1 --* -* -)v if- *-- 4\ I♦ 7 i 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.81 0.64 0.52 Intersection Summary Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.7 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay:8.1 Intersection LOS:A Intersection Capacity Utilization 43.6% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 101:Arsenal Street/Western Ave.&Soldiers Field Road WB Ramps #1004101#102 #100#101#102 #100#1014102 #100#101#102 #100#101#102 41s I_18s 1 IJ21s 1 LJ26s 1 Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:IJobs173191Synchro0rmingham Parkway\NB AM.syn Page 7 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 --* -* ---t 4--- k- 4\ t �► 1 -V Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT tt 1� r Volume(vph) 0 1034 48 45 875 0 0 0 0 0 11 98 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 10 11 12 12 12 12 12 12 12 Satd. Flow(prot) 0 3335 0 1574 3421 0 0 0 0 0 1585 1534 Fit Permitted 0.247 Satd. Flow(perm) 0 3335 0 409 3421 0 0 0 0 0 1585 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 4 53 180 Link Speed(mph) 30 30 30 30 Link Distance(ft) 831 71 253 226 Travel Time(s) 18.9 1.6 5.8 5.1 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) 45% Lane Group Flow(vph) 0 1151 0 54 1042 0 0 0 0 0 66 65 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 245 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 245 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 21.0 21.0 Total Split(%) 32.3% 14.2% 16.5% 16.5% Maximum Green(s) 35.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) 37.0 98.0 102.0 15.7 15.7 Actuated g/C Ratio 0.29 0.78 0.81 0.12 0.12 v/c Ratio 1.17 0.12 0.38 0.27 0.19 Control Delay 127.1 0.6 0.5 20.3 1.2 Queue Delay 0.7 0.0 0.0 0.0 0.0 Total Delay 127.8 0.6 0.5 20.3 1.2 LOS F A A C A Approach Delay 127.8 0.5 10.8 Approach LOS F A B Queue Length 50th(ft) -598 1 0 10 0 Queue Length 95th(ft) #737 0 1 48 0 Internal Link Dist(ft) 751 1 173 146 Turn Bay Length (ft) Base Capacity(vph) 984 448 2775 260 363 Starvation Cap Reductn 0 0 0 0 0 Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB AM.syn Page 9 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/18/2016 Lane Group 04 05 LanAonfigu rations Volume(vph) Ideal Flow(vphpl) Lane Width(ft) Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 26.0 21.0 Total Split(%) 20% 17% Maximum Green(s) 20.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\NB AM.syn Page 10 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 ')v '0- *-- 4% t /0* 1 4/ Lane Group EBL EBT EBR W6L VVBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 125 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.34 0.12 0.38 0.25 0.18 Intersection Summary Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.7 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay:62.7 Intersection LOS:E Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period(min) 15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102:Soldiers Field Road WB On-Ramp&Arsenal Street -`100:�;101:,-1132 -100T101#102 #100#101#102 �100T1 1R102 -10 ;T �101102 1* Ins I nos 1 Z21s CGS 1 1 Arsenal Project 8/17/2016 2023 No-Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB AM.syn Page 11 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/24/2016 -,* --,, --v .4- *-- T 41 Lane Group EBL EBT EBR WBL WBT WBR ' NB�L_ NBT NBR SBL SBT SBIR Lane Configurations tT Vi tT i +It r Volume(vph) 84 537 0 274 635 24 559 255 322 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 1805 3539 0 1770 3518 0 1626 3354 1583 0 0 0 Flt Permitted 0.072 0.437 0.950 0.975 Satd. Flow(perm) 137 3539 0 814 3518 0 1626 3354 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 4 362 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 1170 291 256 Travel Time(s) 3.2 26.6 6.6 5.8 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 89 571 0 326 785 0 314 601 362 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 12 3 15 4 Permitted Phases 12 3 15 4 4 Detector Phase 2 1 2 3 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 31.0 31.0 31.0 Total Split(%) 13.6% 23.5% 23.5% 23.5% Maximum Green(s) 12.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 69.6 77.6 58.0 58.0 27.0 27.0 27.0 Actuated g/C Ratio 0.53 0.59 0.44 0.44 0.21 0.21 0.21 v/c Ratio 0.35 0.27 0.90 0.50 0.93 0.89dl 0.59 Control Delay 11.3 0.3 63.7 27.4 86.6 64.3 8.7 Queue Delay 1.3 1.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.6 1.3 63.7 27.4 86.6 64.3 8.7 LOS B A E C F E A Approach Delay 2.8 38.1 54.0 Approach LOS A D D Queue Length 50th(ft) 29 1 257 250 294 276 0 Queue Length 95th(ft) m42 1 #401 282 #485 #371 81 Internal Link Dist(ft) 61 1090 211 176 Turn Bay Length(ft) Base Capacity(vph) 251 2140 361 1564 336 693 614 Starvation Cap Reductn 61 1245 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro0rmingham Parkway\NB PM-mit.syn Page 1 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/24/2016 Lane Group 01 03 o5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) Flt Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 44.0 21.0 18.0 Total Split(%) 33% 16% 14% Maximum Green(s) 38.0 15.0 12.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:Wobs173191SynchrolBirmingham ParkwaylNB PM-mit.syn Page 2 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/24/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.47 0.64 0.90 0.50 0.93 0.87 0.59 Intersection Summary . Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.6 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:1.17 Intersection Signal Delay:37.1 Intersection LOS: D Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 100:Market Street/Soldiers Field Road EB Ramps&Western Ave. I94s 1�9 s I �zls * I Maas miss f Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB PM-mit.syn Page 3 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/24/2016 --* ­40. --v 1- *.- t 1 Lane Group ESL EBT EBR WBL WBT WBR NBL NBT NOR SOL SBT SBR Lane Configurations t'+ ttt *Tt Volume(vph) 0 600 458 0 1193 0 0 0 0 21 181 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3323 0 0 5085 0 0 0 0 0 3592 0 Flt Permitted 0.995 Satd.Flow(perm) 0 3323 0 0 5085 0 0 0 0 0 3592 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 187 Link Speed(mph) 30 30 30 30 Link Distance(ft) 81 141 194 413 Travel Time(s) 1.8 3.2 4.4 9.4 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 1% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1125 0 0 1420 0 0 0 0 0 234 0 Turn Type NA NA Perm NA Protected Phases 12 1 245 3 Permitted Phases 3 Detector Phase 12 1 245 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 15.9% 15.9% Maximum Green(s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 58.0 107.0 15.6 Actuated g/C Ratio 0.44 0.82 0.12 v/c Ratio 0.71 0.34 0.55 Control Delay 3.2 0.2 59.2 Queue Delay 0.1 0.3 0.0 Total Delay 3.3 0.5 59.2 LOS A A E Approach Delay 3.3 0.5 59.2 Approach LOS A A E Queue Length 50th (ft) 53 1 100 Queue Length 95th(ft) m0 1 137 Internal Link Dist(ft) 1 61 114 333 Turn Bay Length(ft) Base Capacity(vph) 1579 4165 467 Starvation Cap Reductn 0 1824 0 Spillback Cap Reductn 27 0 0 Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:1Jobs173191Synchro0rmingham Parkway\NB PM-mit.syn Page 5 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/24/2016 Lane Group 01 o2 o4 o5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Mnimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 44.0 18.0 31.0 18.0 Total Split(%) 33% 14% 23% 14% Maximum Green(s) 38.0 12.0 25.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act EfFct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn,Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB PM-mit.syn Page 6 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/24/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.72 0.61 0.50 Intersection Summary�' Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.6 Natural Cycle:100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay:6.6 Intersection LOS:A Intersection Capacity Utilization 44.6% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 101:Arsenal Street/Western Ave.&Soldiers Field Road WB Ramps #100#101#102 #100#101#102 1#100#101#102 4:100=,1101=102 1014102 �7?`�`i►��[71 I ■ sal �� ■ o J 4 I F F was I 022s I Ms 1 gas � Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB PM-mit.syn Page 7 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/24/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT Vi tf 1� if Volume(vph) 0 1058 89 100 1093 0 0 0 0 0 6 94 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 10 11 12 12 12 12 12 12 12 Satd. Flow(prot) 0 3383 0 1652 3421 0 0 0 0 0 1565 1534 Flt Permitted 0.230 Satd. Flow(perm) 0 3383 0 400 3421 0 0 0 0 0 1565 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 7 55 174 Link Speed(mph) 30 30 30 30 Link Distance(ft) 821 81 202 171 Travel Time(s) 18.7 1.8 4.6 3.9 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 1221 0 119 1301 0 0 0 0 0 62 54 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 245 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 245 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 44.0 18.0 21.0 21.0 Total Split(%) 33.3% 13.6% 15.9% 15.9% Maximum Green(s) 38.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) 40.0 103.0 107.0 15.6 15.6 Actuated g/C Ratio 0.31 0.79 0.82 0.12 0.12 v/c Ratio 1.17 0.27 0.46 0.26 0.16 Control Delay 128.5 1.5 0.6 18.8 1.0 Queue Delay 0.5 0.0 0.0 0.0 0.0 Total Delay 129.0 1.5 0.6 18.8 1.0 LOS F A A B A Approach Delay 129.0 0.7 10.5 Approach LOS F A B Queue Length 50th(ft) -661 0 0 5 0 Queue Length 95th (ft) #802 0 0 47 0 Internal Link Dist(ft) 741 1 122 91 Turn Bay Length(ft) Base Capacity(vph) 1041 449 2802 251 351 Starvation Cap Reductn 0 0 0 0 0 Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro0rmingham Parkway\NB PM-mit.syn Page 9 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/24/2016 Lane Group o4 o5 LanAonfigu rations Volume(vph) Ideal Flow(vphpl) Lane Width(ft) Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 31.0 18.0 Total Split(%) 23% 14% Maximum Green(s) 25.0 12.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th (ft) Internal Link Dist(ft) Turn Bay Length (ft) Base Capacity(vph) Starvation Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylNB PM-mit.syn Page 10 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street II 8/24/2016 Lane Croup EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 111 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.31 0.27 0.46 0.25 0.15 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.6 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay:57.9 Intersection LOS:E Intersection Capacity Utilization 55.4% ICU Level of Service B Analysis Period(min) 15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splils and Phases: 102:Soldiers Field Road WB On-Ramp&Arsenal Street I�r s W:Le s 1 B31 S miss Arsenal Project 8/17/2016 2023 No-Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\NB PM-mit.syn Page 11 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 1I8/18/2016 --* --,, 4--- 4�- 4\ t 7 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vi ti� Vi 0 4t r Volume(vph) 76 549 0 174 469 14 464 169 286 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 1805 3539 0 1752 3494 0 1643 3361 1583 0 0 0 Flt Permitted 0.078 0.429 0.950 0.972 Satd. Flow(perm) 148 3539 0 791 3494 0 1643 3361 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 295 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 1093 293 256 Travel Time(s) 3.2 24.8 6.7 5.8 Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.97 0.97 0.97 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 82 590 0 191 530 0 239 413 295 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 1 2 3 15 4 Permitted Phases 1 2 3 15 4 4 Detector Phase 2 1 23 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 31.0 31.0 31.0 Total Split(%) 13.6% 23.5% 23.5% 23.5% Maximum Green(s) 12.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) 65.6 73.6 58.0 58.0 27.0 27.0 27.0 Actuated g/C Ratio 0.51 0.57 0.45 0.45 0.21 0.21 0.21 v/c Ratio 0.32 0.29 0.54 0.34 0.70 0.59 0.52 Control Delay 9.3 0.4 33.7 24.2 60.0 50.6 8.4 Queue Delay 1.5 0.8 0.0 0.0 0.0 0.0 0.0 Total Delay 10.8 1.2 33.7 24.2 60.0 50.6 8.4 LOS B A C C E D A Approach Delay 2.4 26.7 39.8 Approach LOS A C D Queue Length 50th(ft) 21 1 116 151 207 175 0 Queue Length 95th(ft) m33 1 204 199 317 237 79 Internal Link Dist(ft) 61 1013 213 176 Turn Bay Length(ft) Base Capacity(vph) 253 2076 354 1565 342 700 563 Starvation Cap Reductn 74 1116 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:Uob03191SynchrolBirmingham ParkwaylNB SAT.syn Page 8 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group e1 o3 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prof) Fit Permitted Satd.Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 41.0 21.0 21.0 Total Split(%) 31% 1$1/6 16% Maximum Green(s) 35.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham ParkwaylNB SAT.syn Page 9 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 a 0 0 0 Reduced v/c Ratio 0.46 0.61 0.54 0.34 0.70 0.59 0.52 Intersection Summary Area Type: Other Cycle Length,132 Actuated Cycle Length: 129.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum We Ratio:1.1.5 Intersection Signal Delay:25.0 Intersection LOS: C Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100:Market Street/Soldiers Field Road EB Ramps&Western Ave. #100#101#~ �TAT--.:102 100��� ,.� 1��� �Zp3 I# # #~4 �# ~# 102 -� �5 a:s U IS S 1 Q21 s 1 021 5 I Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB SAT.syn Page 10 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 * Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip ttt +Tt Volume(vph) 0 589 397 0 933 0 0 0 0 36 114 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3340 0 0 5036 0 0 0 0 0 3567 0 Fit Permitted 0.988 Satd.Flow(perm) 0 3340 0 0 5036 0 0 0 0 0 3567 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 152 Link Speed(mph) 30 30 30 30 Link Distance(ft) 71 141 177 413 Travel Time(s) 1.6 3.2 4.0 9.4 Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.92 0.92 0.92 0.87 0.87 0.87 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1060 0 0 1014 0 0 0 0 0 172 0 Turn Type NA NA Perm NA Protected Phases 12 1 245 3 Permitted Phases 3 Detector Phase 12 1 245 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 15.9% 15.9% Maximum Green(s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 55.0 107.0 14.6 Actuated g/C Ratio 0.42 0.83 0.11 v/c Ratio 0.70 0.24 0.43 Control Delay 3.2 0.2 56.9 Queue Delay 0.0 0.3 0.0 Total Delay 3.2 0.4 56.9 LOS A A E Approach Delay 3.2 0.4 56.9 Approach LOS A A E Queue Length 50th(ft) 49 1 72 Queue Length 95th(ft) m0 1 106 Internal Link Dist(ft) 1 61 97 333 Turn Bay Length(ft) Base Capacity(vph) 1505 4159 468 Starvation Cap Reductn 0 2241 0 Spillback Cap Reductn 17 0 0 Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\NB SAT.syn Page 12 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group 01 o2 o4 e5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Fit Permitted Satd.Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 31.0 21.0 Total Split(%) 31% 14% 23% 16% Maximum Green(s) 35.0 12.0 25.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th (ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:IJobs173191Synchro8rmingham Parkway\NB SAT.syn Page 13 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 -)v 1- 4-- *-- 4\ t I l 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v1c Ratio 0.71 0.53 0.37 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 129.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay:6.1 Intersection LOS:A Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 101:Arsenal Street/Western Ave.&Soldiers Field Road WB Ramps 4100#101#102 4100--101#102 14t100#101#102 41004101#102 100�-101#102 7"J I4i I E 1.s S 1 z1 s I _ 31 S I �.zl !' Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:IJobs173191Synchro0irmingham Parkway\NB SAT.syn Page 14 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T+ Vi tt 1� if Volume(vph) 0 986 87 54 879 0 0 0 0 0 27 113 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3500 0 1752 3505 0 0 0 0 0 1621 1534 Flt Permitted 0.246 Satd. Flow(perm) 0 3500 0 454 3505 0 0 0 0 0 1621 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 7 62 174 Link Speed(mph) 30 30 30 30 Link Distance(ft) 831 71 169 175 Travel Time(s) 18.9 1.6 3.8 4.0 Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.97 0.97 0.97 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 1154 0 59 966 0 0 0 0 0 91 61 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 2 4 5 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 2 4 5 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 21.0 21.0 Total Split(%) 31.1% 13.6% 15.9% 15.9% Maximum Green(s) 35.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 37.0 103.0 107.0 14.6 14.6 Actuated g/C Ratio 0.29 0.79 0.83 0.11 0.11 v/c Ratio 1.15 0.12 0.33 0.38 0.19 Control Delay 120.3 0.5 0.4 25.5 1.3 Queue Delay 0.6 0.0 0.0 0.0 0.0 Total Delay 120.9 0.5 0.4 25.5 1.3 LOS F A A C A Approach Delay 120.9 0.4 15.8 Approach LOS F A B Queue Length 50th (ft) -606 1 1 23 0 Queue Length 95th(ft) #758 0 1 80 0 Internal Link Dist(ft) 751 1 89 95 Turn Bay Length(ft) Base Capacity(vph) 1004 501 2895 266 352 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 109 0 0 0 0 Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro0rmingham Parkway\NB SAT.syn Page 16 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/18/2016 Lane Group e4 o5 Lan4onfigurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) Flt Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 31.0 21.0 Total Split(%) 23% 16% Maximum Green(s) 25.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylNB SAT.syn Page 17 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 -.' --I. -,* i- *,- t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.29 0.12 0.33 034 0.17 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 129.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay:61.1 Intersection LOS: E Intersection Capacity Utilization 53.4% ICU Level of Service A Analysis Period(min) 15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102:Soldiers Field Road WB On-Ramp &Arsenal Street T100T101�-,102 #i00;1,i0i#i02 1004101#102 I#100#101'102 #100#101;�102 j41s i liss i I- 121s I P:31s I §21s Arsenal Project 8/17/2016 2023 No-Build Saturday Midday Synchro 8 Report S:IJob03191Synchro\Birmingham Parkway\NB SAT.syn Page 18 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 --,' --* --f, 1- *,- 4\ t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 tT +Tt r Volume(vph) 163 542 0 169 424 12 508 341 421 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 1805 3471 0 1687 3522 0 1610 3361 1553 0 0 0 Flt Permitted 0.076 0.435 0.950 0.980 Satd. Flow(perm) 144 3471 0 772 3522 0 1610 3361 1553 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 448 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 979 318 256 Travel Time(s) 3.2 22.3 7.2 5.8 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) 48% Lane Group Flow(vph) 173 577 0 201 519 0 281 622 448 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 1 2 3 15 4 Permitted Phases 1 2 3 15 4 4 Detector Phase 2 1 2 3 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 26.0 26.0 26.0 Total Split(%) 14.2% 20.5% 20.5% 20.5% Maximum Green(s) 12.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 66.7 74.7 58.0 58.0 22.0 22.0 22.0 Actuated g/C Ratio 0.53 0.59 0.46 0.46 0.18 0.18 0.18 v/c Ratio 0.66 0.28 0.56 0.32 1.00 1.06 0.70 Control Delay 21.7 0.3 32.7 22.1 105.9 102.8 10.7 Queue Delay 6.4 1.1 0.0 0.0 0.0 0.0 0.0 Total Delay 28.1 1.4 32.7 22.1 105.9 102.8 10.7 LOS C A C C F F B Approach Delay 7.6 25.1 72.9 Approach LOS A C E Queue Length 50th (ft) 95 0 119 139 -259 -310 0 Queue Length 95th(ft) m113 1 185 167 #461 #436 103 Internal Link Dist(ft) 61 899 238 176 Turn Bay Length(ft) Base Capacity(vph) 261 2098 356 1626 281 588 641 Starvation Cap Reductn 50 1221 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylB AM.syn Page 1 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group e1 03 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) Fit Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic C/o) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 41.0 21.0 21.0 Total.Split(%) 32% 17% 17% Maximum Green(s) 35.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro8rmingham Parkway\B AM.syn Page 2 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 4-- 4\ t 1 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.82 0.66 0.56 0.32 1.00 1.06 0.70 Intersection Summary Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.7 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay:43.3 Intersection LOS: D Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period(min) 15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: Market Street/Soldiers Field Road EB Ramps&Western Ave. ;'1004101#102 #100#101#102 #1004101 102 #1004t101T102 4100'1014102 --i--0pi -4=�oZI -* t0. a3 t 4—�4 4--�- 5 �41s f ,�18s 1 621s C §26s 21s Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:1Jobs173191SynchrolBirmingham Parkway0 AM.syn Page 3 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps I 8/18/2016 * Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT ttt 10 Volume(vph) 0 680 388 0 931 0 0 0 0 25 182 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3303 0 0 5085 0 0 0 0 0 3557 0 Flt Permitted 0.994 Satd. Flow(perm) 0 3303 0 0 5085 0 0 0 0 0 3557 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 112 Link Speed(mph) 30 30 30 30 Link Distance(ft) 71 141 163 413 Travel Time(s) 1.6 3.2 3.7 9.4 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1136 0 0 1108 0 0 0 0 0 249 0 Turn Type NA NA Perm NA Protected Phases 12 1 245 3 Permitted Phases 3 Detector Phase 12 1 245 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 16.5% 16.5% Maximum Green(s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 55.0 102.0 15.7 Actuated g/C Ratio 0.44 0.81 0.12 v/c Ratio 0.75 0.27 0.56 Control Delay 4.2 0.3 56.9 Queue Delay 0.9 0.5 0.0 Total Delay 5.1 0.8 56.9 LOS A A E Approach Delay 5.1 0.8 56.9 Approach LOS A A E Queue Length 50th(ft) 80 3 101 Queue Length 95th(ft) m0 m3 134 Internal Link Dist(ft) 1 61 83 333 Turn Bay Length(ft) Base Capacity(vph) 1507 4126 481 Starvation Cap Reductn 0 2397 0 Spillback Cap Reductn 150 0 0 Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\B AM.syn Page 5 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group 01 o2 o4 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) At Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 3 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 26.0 21.0 Total Split(%) 32% 14% 20% 17% Maximum Green(s) 35.0 12.0 20.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:IJobs173191SynchrolBirmingham ParkwaylB AM.syn Page 6 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.84 0.64 0.52 Intersection Summary Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.7 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay:8.3 Intersection LOS:A Intersection Capacity Utilization 44.6% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. SpRs and Phases: 101:Arsenal Street/Western Ave. &Soldiers Field Road WB Ramps �100T11]14t102 -100-1014102 #100#1011-102 1�10041114t102 J#100-#'101#102 [415 ���18 Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B AM.syn Page 7 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street * 8/18/2016 -1, � � � I * Lane Group EBL EST EBR W8L WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti� Vi tt T if Volume(vph) 0 1068 52 45 886 0 0 0 0 0 11 100 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 10 11 12 12 12 12 12 12 12 Satd. Flow(prot) 0 3335 0 1574 3421 0 0 0 0 0 1584 1534 Flt Permitted 0.237 Satd. Flow(perm) 0 3335 0 393 3421 0 0 0 0 0 1584 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 4 54 180 Link Speed(mph) 30 30 30 30 Link Distance(ft) 831 71 253 226 Travel Time(s) 18.9 1.6 5.8 5.1 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.94 0.94 0.94 0.83 0.83 0.83 Heavy Vehicles(%) 0% 4% 2% 7% 2% 5% 2% 0% 4% 0% 1% 0% Shared Lane Traffic(%) 45% Lane Group Flow(vph) 0 1191 0 54 1055 0 0 0 0 0 67 66 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 245 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 245 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 21.0 21.0 Total Split(%) 32.3% 14.2% 16.5% 16.5% Maximum Green(s) 35.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) 37.0 98.0 102.0 15.7 15.7 Actuated g/C Ratio 0.29 0.78 0.81 0.12 0.12 v/c Ratio 1.21 0.12 0.38 0.27 0.19 Control Delay 143.0 0.6 0.5 20.2 1.2 Queue Delay 0.9 0.0 0.0 0.0 0.0 Total Delay 143.8 0.6 0.5 20.2 1.2 LOS F A A C A Approach Delay 143.8 0.5 10.8 Approach LOS F A B Queue Length 50th(ft) -634 1 0 10 0 Queue Length 95th(ft) #774 0 1 48 0 Internal Link Dist(ft) 751 1 173 146 Turn Bay Length (ft) Base Capacity(vph) 984 437 2775 260 363 Starvation Cap Reductn 0 0 0 0 0 Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B AM.syn Page 9 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/18/2016 Lane Group o4 o5 Lan4onfigurations Volume(vph) Ideal Flow(vphpl) Lane Width(ft) Satd. Flow(prot) Fit Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 26.0 21.0 Total Split(%) 20% 17% Maximum Green(s) 20.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B AM.syn Page 10 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 --* --I, -,* ,- t 1 .01 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 150 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.43 0.12 0.38 0.26 0.18 Intersection Summary Area Type: Other Cycle Length: 127 Actuated Cycle Length: 125.7 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay:71.2 Intersection LOS:E Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period(min) 15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102: Soldiers Field Road WB On-Ramp&Arsenal Street I�1 s 1 Ems _ l 5.21 s 1 5.25 s s I I Arsenal Project 8/17/2016 2023 Build Weekday Morning Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B AM.syn Page 11 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 1I8/24/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I TT I TT+ *T* if Volume(vph) 90 573 0 274 699 24 596 255 322 0 0 0 Ideal Flow(vphpll 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 1805 3539 0 1770 3522 0 1626 3350 1583 0 0 0 Flt Permitted 0.072 0.421 0.950 0.974 Satd. Flow(perm) 137 3539 0 784 3522 0 1626 3350 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 362 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 1170 291 256 Travel Time(s) 3.2 26.6 6.6 5.8 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1°/a U% 2% U"/o U% U% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 9b 610 0 326 861 0 335 622 362 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 1 2 3 15 4 Permitted Phases 1 2 3 15 4 4 Detector Phase 2 1 23 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 101al split(5) 18.0 31.0 31.0 31.0 Total Split(%) 13.6% 23.5% 23.5% 23.5% Maximum Green(s) 12.0 9,50 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Uptlmize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 69.6 77.6 58.0 58.0 27.0 27.0 27.0 Actuated g/C Ratio 0.53 0.59 0.44 0.44 0.21 0.21 0.21 v/c Ratio 0.38 0.29 0.94 0.55 1.00 0.95dl 0.59 Control Delay 11.6 0.3 70.8 28.4 100.6 67.7 8.7 Queue Delay 1.5 1.1 0.0 0.0 0.0 0.0 0.0 Total Delay 13.1 1.4 70.8 28.4 100.6 67.7 8.7 LOS B A E C F E A Approach Delay 3.0 40.1 59.8 Approach LOS A D E Queue Length 50th(ft) 32 1 264 282 -321 288 U Queue Length 95th(ft) m42 1 #412 315 #530 #392 81 Internal Link Dist(ft) 61 1090 211 176 Turn Bay Length(ft) Base Capacity(vph) 251 2140 348 1565 336 692 614 Starvation Cap Reductn 61 1223 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:1Job03191SynchrolBirmingham Parkway0 PM-mit.syn Page 1 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/24/2016 Lane Group 01 o3 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) Flt Permitted Satd.Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 44.0 21.0 18.0 Total Split(%) 33% 16% 14% Maximum Green(s) 38.0 15.0 12.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B PM-mit.syn Page 2 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/24/2016 -1 —1 -1 f- 4l k I* 4.1 Lane Group E13L EBT EBR WBL WBT VVBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 U Reduced v/c Ratio 0.51 0.67 094 0.55 1.00 0.90 059 Intersection Summary Area Type: Other Cycle Length:132 Actuated Cycle Length: 130.6 Natural Cycle:110 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay:40.0 Intersection LOS: D Intersection Capacity Utilization 68.2% ICU Level of Service C Analysis Period(min) 15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 100:Market Street/Soldiers Field Road EB Ramps&Western Ave. 102 �d 4sq—*—�!'J 1 I T T� rt 11# Zia I 4-�4 I #4—*_ f14s i Nies I zip + I �:3 s I Elea Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\B PM-mit.syn Page 3 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 1I8/24/2016 --* -)v 4�- 4--- *-- t i .0e, Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +11� ttt +It Volume(vph) 0 642 458 0 1294 0 0 0 0 21 181 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 0 3333 0 0 5085 0 0 0 0 0 3592 0 Fit Permitted 0.995 Satd. Flow(perm) 0 3333 0 0 5085 0 0 0 0 0 3592 0 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 174 Link Speed(mph) 30 30 30 30 Link Distance(ft) 81 141 194 413 Travel Time(s) 1.8 3.2 4.4 9.4 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 1% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1170 0 0 1540 0 0 0 0 0 234 0 Turn Type NA NA Perm NA Protected Phases 12 1 245 3 Permitted Phases 3 Detector Phase 12 1 245 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 15.9% 15.9% Maximum Green(s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 58.0 107.0 15.6 Actuated g/C Ratio 0.44 0.82 0.12 v/c Ratio 0.74 0.37 0.55 Control Delay 4.0 0.2 59.2 Queue Delay 0.1 0.4 0.0 Total Delay 4.1 0.6 59.2 LOS A A E Approach Delay 4.1 0.6 59.2 Approach LOS A A E Queue Length 50th(ft) 75 2 100 Queue Length 95th(ft) m0 m2 137 Internal Link Dist(ft) 1 61 114 333 Turn Bay Length(ft) Base Capacity(vph) 1577 4165 467 Starvation Cap Reductn 0 1804 0 Spillback Cap Reductn 30 0 0 Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham ParkwaylB PM-mit.syn Page 1 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/24/2016 Lane Group 01 02 04 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd. Flow(prot) Flt Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 250 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 44.0 18.0 31.0 18.0 Total Split(%) 33% 14% 23% 14% Maximum Green(s) 38.0 12.0 25.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B PM-mit.syn Page 2 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/24/2016 Lane Group ® EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.76 0.65 0.50 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.6 Natural Cycle: 110 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay:6.6 Intersection LOS:A Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 101:Arsenal Street/Western Ave.&Soldiers Field Road WB Ramps #100#101#102 =1130#101#102 =1Ci_it1�71YI4Z �100w101�10z lOQTll71wla2 a *0. 0,01 ITOd -_ 1 03 T 04 ~ pia S i -1 3 I HAS S I miss I � Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B PM-mit.syn Page 3 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street II 8/24/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations +T Vi tt 1� if Volume(vph) 0 1100 93 100 1194 0 0 0 0 0 6 105 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 10 11 12 12 12 12 12 12 12 Satd. Flow(prot) 0 3383 0 1652 3421 0 0 0 0 0 1561 1534 Flt Permitted 0.219 Satd. Flow(perm) 0 3383 0 381 3421 0 0 0 0 0 1561 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 7 61 174 Link Speed(mph) 30 30 30 30 Link Distance(ft) 821 81 202 171 Travel Time(s) 18.7 1.8 4.6 3.9 Peak Hour Factor 0.94 0.94 0.94 0.84 0.84 0.84 0.89 0.89 0.89 0.86 0.86 0.86 Heavy Vehicles(%) 0% 2% 1% 2% 2% 2% 1% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 1269 0 119 1421 0 0 0 0 0 68 61 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 245 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 245 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 44.0 18.0 21.0 21.0 Total Split(%) 33.3% 13.6% 15.9% 15.9% Maximum Green(s) 38.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 40.0 103.0 107.0 15.6 15.6 Actuated g/C Ratio 0.31 0.79 0.82 0.12 0.12 v/c Ratio 1.22 0.27 0.51 0.28 0.18 Control Delay 146.6 1.7 0.8 18.1 1.2 Queue Delay 0.7 0.0 0.0 0.0 0.0 Total Delay 147.3 1.7 0.8 18.1 1.2 LOS F A A B A Approach Delay 147.3 0.8 10.1 Approach LOS F A B Queue Length 50th(ft) -706 0 1 5 0 Queue Length 95th (ft) #848 1 0 48 0 Internal Link Dist(ft) 741 1 122 91 Turn Bay Length(ft) Base Capacity(vph) 1041 437 2802 256 351 Starvation Cap Reductn 0 0 0 0 0 Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\B PM-mit.syn Page 1 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/24/2016 Lane Group o4 o5 LanerConfigurations Volume(vph) Ideal Flow(vphpl) Lane Width(ft) Satd. Flow(prot) Fit Permitted Satd. Flow(perm) Right Turn on Red Said. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 31.0 18.0 Total Split(%) 23% 14% Maximum Green(s) 25.0 12.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\B PM-mit.syn Page 2 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/24/2016 --I -I. "t f- *-- �*\ t 1 Lane Group EBL EBT EBR WBL WBT WBR NSL NBT NBR SBL SBT SBR Spillback Cap Reductn 142 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.41 0.27 0.51 0.27 0.17 intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 130.6 Natural Cycle: 110 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay:64.5 Intersection LOS:E Intersection Capacity Utilization 56.7% ICU Level of Service B Analysis Period(min) 15 - Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102: Soldiers Field Road WB On-Ramp&Arsenal Street I�' # 0 1 10� 4*-. I v- 03 1 � -44s 1 miss 1 E21S 1 0.31S *9 S ■ Arsenal Project 8/17/2016 2023 Build Weekday Evening Synchro 8 Report S:IJobs173191Synchro\Birmingham Parkway\B PM-mit.syn Page 3 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. I 8/18/2016 --* --,, ')v f- 4- *-- 4\ t # -V Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Vi 0 0 +Tfi r Volume(vph) 82 588 0 174 524 14 470 169 286 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 1805 3539 0 1752 3493 0 1643 3361 1583 0 0 0 Fit Permitted 0.078 0.412 0.950 0.972 Satd. Flow(perm) 148 3539 0 760 3493 0 1643 3361 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 2 295 Link Speed(mph) 30 30 30 30 Link Distance(ft) 141 1093 293 256 Travel Time(s) 3.2 24.8 6.7 5.8 Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.97 0.97 0.97 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 88 632 0 191 591 0 242 417 295 0 0 0 Turn Type pm+pt NA Perm NA Perm NA Perm Protected Phases 2 12 3 15 4 Permitted Phases 12 3 15 4 4 Detector Phase 2 1 2 3 15 15 4 4 4 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 8.0 Minimum Split(s) 14.0 14.0 14.0 14.0 Total Split(s) 18.0 31.0 31.0 31.0 Total Split(%) 13.6% 23.5% 23.5% 23.5% Maximum Green (s) 12.0 25.0 25.0 25.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) 65.6 73.6 58.0 58.0 27.0 27.0 27.0 Actuated g/C Ratio 0.51 0.57 0.45 0.45 0.21 0.21 0.21 v/c Ratio 0.35 0.31 0.56 0.38 0.71 0.60 0.52 Control Delay 9.4 0.4 34.9 24.9 60.5 50.8 8.4 Queue Delay 1.7 0.9 0.0 0.0 0.0 0.0 0.0 Total Delay 11.2 1.3 34.9 24.9 60.5 50.8 8.4 LOS B A C C E D A Approach Delay 2.5 27.3 40.2 Approach LOS A C D Queue Length 50th(ft) 23 1 118 172 210 176 0 Queue Length 95th(ft) m32 1 208 224 #324 239 79 Internal Link Dist(ft) 61 1013 213 176 Turn Bay Length(ft) Base Capacity(vph) 253 2076 339 1564 342 700 563 Starvation Cap Reductn 74 1096 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:Wobs173191Synchro0rmingham ParkwaylB SAT.syn Page 8 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 8/18/2016 Lane Group 01 o3 o5 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) Fit Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 1 3 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 Total Split(s) 41.0 21.0 21.0 Total Split(%) 31% 16% 16% Maximum Green(s) 35.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham ParkwaylB SAT.syn Page 9 Lanes, Volumes, Timings 100: Market Street/Soldiers Field Road EB Ramps & Western Ave. 1I8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.49 0.64 0.56 0.38 0.71 0.60 0.52 lntersectfon Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 129.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 25.0 Intersection LOS: C Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: Market Street/Soldiers Field Road EB Ramps&Western Ave. 4 100#10 14102 #100#101#102J 4t100T101�i172 #1004101-102 #1004101#102 11r 0 3 t 04 05 41s 21s *31s I 21s Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B SAT.syn Page 10 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 1I8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T ttt *Tt Volume(vph) 0 634 397 0 994 0 0 0 0 36 114 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3347 0 0 5036 0 0 0 0 0 3567 0 Flt Permitted 0.988 Satd. Flow(perm) 0 3347 0 0 5036 0 0 0 0 0 3567 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 127 Link Speed(mph) 30 30 30 30 Link Distance(ft) 71 141 177 413 Travel Time(s) 1.6 3.2 4.0 9.4 Peak Hour Factor 0.93 0.93 0.93 0.92 0.92 0.92 0.92 0.92 0.92 0.87 0.87 0.87 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1109 0 0 1080 0 0 0 0 0 172 0 Turn Type NA NA Perm NA Protected Phases 12 1 245 3 Permitted Phases 3 Detector Phase 12 1 245 3 3 Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 21.0 21.0 Total Split(%) 15.9% 15.9% Maximum Green(s) 15.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) -2.0 Total Lost Time(s) 4.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) 55.0 107.0 14.6 Actuated g/C Ratio 0.42 0.83 0.11 v/c Ratio 0.74 0.26 0.43 Control Delay 4.0 0.2 56.9 Queue Delay 0.1 0.3 0.0 Total Delay 4.1 0.4 56.9 LOS A A E Approach Delay 4.1 0.4 56.9 Approach LOS A A E Queue Length 50th (ft) 75 1 72 Queue Length 95th(ft) m0 1 106 Internal Link Dist(ft) 1 61 97 333 Turn Bay Length(ft) Base Capacity(vph) 1494 4159 468 Starvation Cap Reductn 0 2118 0 Spillback Cap Reductn 19 0 0 Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:Wobs173191Synchro\Birmingham Parkway\B SAT.syn Page 12 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 Lane Group 01 o 2 o4 05 Lane Configurations Volume(vph) Ideal Flow(vphpl) Satd.Flow(prot) Fit Permitted Satd.Flow(perm) Right Turn on Red Satd.Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Tura Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Splits) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 31.0 21.0 Total Split(%o) 31% 14% 23% 16% Maximum Green(s) 35.0 12.0 25.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Tura Bay Length(ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylB SAT.syn Page 13 Lanes, Volumes, Timings 101: Arsenal Street/Western Ave. & Soldiers Field Road WB Ramps 8/18/2016 -0, 4\ T �► 1 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.75 0.53 0.37 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 129.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 6.3 Intersection LOS:A Intersection Capacity Utilization 43.6% ICU Level of Service A Analysis Period(min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 101:Arsenal Street/Western Ave. &Soldiers Field Road WB ramps �1004101#102 #100 4t 10 14 10 2 t1004101#102 T100;'t1014t102 4100;�101a102 41S 1 N18s 1 r:21S 1 c31s 1 JJ21s i Ll Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:Wobs173191Synchro\Birmingham Parkway\B SAT.syn Page 14 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 * I --I' _1' --v or 4--- I i Lane Grouo EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations fl� tt T r Volume(vph) 0 1031 91 54 940 0 0 0 0 0 27 122 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 0 3500 0 1752 3505 0 0 0 0 0 1615 1534 At Permitted 0.233 Satd. Flow(perm) 0 3500 0 430 3505 0 0 0 0 0 1615 1534 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 7 67 174 Link Speed(mph) 30 30 30 30 Link Distance(ft) 831 71 169 175 Travel Time(s) 18.9 1.6 3.8 4.0 Peak Hour Factor 0.93 0.93 0.93 0.91 0.91 0.91 0.97 0.97 0.97 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 1% 3% 3% 0% 0% 0% 2% 0% 0% 0% Shared Lane Traffic(%) 50% Lane Group Flow(vph) 0 1207 0 59 1033 0 0 0 0 0 96 66 Turn Type NA pm+pt NA NA Perm Protected Phases 1 2 1 245 3 Permitted Phases 1 2 4 5 3 Detector Phase 1 2 1 245 3 3 Switch Phase Minimum Initial(s) 25.0 8.0 8.0 8.0 Minimum Split(s) 31.0 14.0 14.0 14.0 Total Split(s) 41.0 18.0 21.0 21.0 Total Split(%) 31.1% 13.6% 15.9% 15.9% Maximum Green(s) 35.0 12.0 15.0 15.0 Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None None None None Act Effct Green (s) 37.0 103.0 107.0 14.6 14.6 Actuated g/C Ratio 0.29 0.79 0.83 0.11 0.11 v/c Ratio 1.20 0.12 0.36 0.40 0.20 Control Delay 140.6 0.6 0.5 24.9 1.4 Queue Delay 0.8 0.0 0.0 0.0 0.0 Total Delay 141.4 0.6 0.5 24.9 1.4 LOS F A A C A Approach Delay 141.4 0.5 15.3 Approach LOS F A B Queue Length 50th (ft) -655 1 1 23 0 Queue Length 95th (ft) #809 0 1 81 0 Internal Link Dist(ft) 751 1 89 95 Turn Bay Length (ft) Base Capacity(vph) 1004 484 2895 270 352 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 145 0 0 0 0 Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:1Jobs173191SynchrolBirmingham ParkwaylB SAT.syn Page 16 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp &Arsenal Street 8/18/2016 Lane Group o4 o5 Lan4onfigurations Volume(vph) Ideal Flow(vphpl) Said. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Shared Lane Traffic(%) Lane Group Flow(vph) Turn Type Protected Phases 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 8.0 8.0 Minimum Split(s) 14.0 14.0 Total Split(s) 31.0 21.0 Total Split(%) 23% 16% Maximum Green(s) 25.0 15.0 Yellow Time(s) 4.0 4.0 All-Red Time(s) 2.0 2.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 3.0 Recall Mode None None Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th(ft) Queue Length 95th(ft) Internal Link Dist(ft) Turn Bay Length (ft) Base Capacity(vph) Starvation Cap Reductn Spillback Cap Reductn Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B SAT.syn Page 17 Lanes, Volumes, Timings 102: Soldiers Field Road WB On-Ramp & Arsenal Street 8/18/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.41 0.12 0.36 0.36 0.19 Intersection Summary Area Type: Other Cycle Length: 132 Actuated Cycle Length: 129.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay:70.6 Intersection LOS:E Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period(min) 15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 102: Soldiers Field Road WB On-Ramp&Arsenal Street 10041101--102 T100#101;�102 T100#1131:�t102 #100#101#102 #100#101#102 41S 1 f lies f 121S i_ 131E 1 421s Arsenal Project 8/17/2016 2023 Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro\Birmingham Parkway\B SAT.syn Page 18 Arsenal Street at Greenough Boulevard (East) 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 1: Arsenal St & Greenough Bivd. (East) 7/20/2016 � __,' 4--- 4-, 1* Lane Group EBL EBT W8T WBR SBL SBR 09 Lane Configurations Vi ++ ++ r )y r Volume(vph) 354 944 546 268 187 202 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3893 1830 3287 1470 At Permitted 0.950 0.966 Satd.Flow(perm) 1745 3421 3893 1830 3287 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 112 50 134 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 0% 0% 0% Shared Lane Traffic(%) 39% Lane Group Flow(vph) 385 1026 593 291 289 134 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 24.2 45.7 17.4 65.2 11.5 39.7 Actuated g/C Ratio 0.37 0.70 0.27 1.00 0.18 0.61 v/c Ratio 0.60 0.43 0.67 0.16 0.47 0.14 Control Delay 22.7 5.0 23.1 0.2 22.9 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.7 5.0 23.1 0.2 22.9 1.8 LOS C A C A C A Approach Delay 9.8 15.5 16.2 Approach LOS A B B Queue Length 50th(ft) 119 72 105 0 43 0 Queue Length 95th(ft) 244 122 161 0 82 21 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 647 3377 2467 1830 1100 947 Arsenal Mall S:IJobs173191SynchrM2016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 1: Arsenal St & Greenough Bivd. (East) 7/20/2016 —4. *— 4-, 1-* W Lane Group If' EBL EBT WBT WBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 030 0.24 0.16 0.26 0.14 intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:65.2 Natural Cycle:70 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.60 Intersection Signal Delay: 12.7 Intersection LOS: B Intersection Capacity Utilization 52.2% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Bivd. (East) ��4 f nog 1*.6 08 1007 Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy PM Peak 1: Arsenal St & Greenough Bivd. (East) 7/20/2016 �.# --a. 4--- 4-, \40. 41 Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations ++ ++ r )y r Volume(vph) 202 732 722 399 247 197 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3421 3893 1830 3328 1470 Fit Permitted 0.950 0.961 Satd.Flow(perm) 1745 3421 3893 1830 3328 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 126 21 152 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 0% 0% 0% Shared lane Traffic(%) 29% Lane Group Flow(vph) 220 796 785 434 330 152 Tum Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8'1% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 15.8 42.5 22.6 64.4 13.5 33.5 Actuated g/C Ratio 0.25 0.66 0.35 1.00 0.21 0.52 v/c Ratio 0.52 0.35 0.58 0.24 0.46 0.18 Control Delay 27.4 5.3 19.6 0.3 24.9 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.4 5.3 19.6 0.3 24.9 2.4 LOS C A B A C A Approach Delay 10.1 12.8 17.8 Approach LOS B B B Queue Length 50th(ft) 74 57 125 0 54 0 Queue Length 95th(ft) 163 103 227 0 113 28 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 679 3266 2587 1830 1147 829 Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 AnalysisQ016expm.syn 2016 Existing Wkdy PM Peak 1: Arsenal St & Greenough Bivd. (East) 7/20/2016 --I, -*--- k, 110. 41 Lane Group EBL EBT ►NBT VWBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.24 0.30 0.24 0.29 0.18 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:64.4 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.58 Intersection Signal Delay: 12.7 Intersection LOS: B Intersection Capacity Utilization 50.3% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Bivd.(East) 7.;s J22 s ] 11*06 �8 m7 I U45 U_. _ I Arsenal Project Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Saturday Midday Peak 1: Arsenal St & Greenough Blvd. 8/2/2016 Lane Group EBL EBT INBT WBR SBL SBR 09 Lane Configurations ++ ++ r )y r Volume(vph) 144 676 661 172 132 127 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3455 3932 1830 3301 1470 Flt Permitted 0.950 0.964 Satd.Flow(perm) 1745 3455 3932 1830 3301 1470 Right Turn on Red Yes Yes Satd.Flow(RTOR) 59 37 100 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.93 0.93 0.96 0.96 0.81 0.81 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) 36% Lane Group Flow(vph) 155 727 689 179 220 100 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 11.9 33.9 17.9 52.3 10.1 26.2 Actuated g/C Ratio 0.23 0.65 0.34 1.00 0.19 0.50 v/c Ratio 0.39 0.32 0.51 0.10 0.33 0.13 Control Delay 21.9 4.5 15.7 0.1 18.1 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.9 4.5 15.7 0.1 18.1 2.6 LOS C A B A B A Approach Delay 7.6 12.5 13.2 Approach LOS A B B Queue Length 50th(ft) 40 40 84 0 24 0 Queue Length 95th(ft) 100 73 155 0 53 16 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 825 3455 3165 1830 1387 820 Arsenal Mall Synchro 8 Report VAI S:IJobs173191SynchroQ016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 1: Arsenal St & Greenough Blvd. 8/2/2016 —1. 4— 4 \0. Lane Group EBL EBT WBT WBR SBL SBR e9 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.19 021 022 010 0.16 0.12 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 52.3 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.51 Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 41.3% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Blvd. ii d4 noq 73 s :22 s f 08 o7 12 s j 4S s i F_I 28 s Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday PM 1: Arsenal St & Greenough Blvd. 8/8/2016 --a. -*--- Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations Vi tt tt r )y r Volume(vph) 57 528 361 124 102 76 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length (ft) 25 25 Satd. Flow(prot) 1745 3455 3932 1830 3335 1470 Fit Permitted 0.950 0.960 Satd.Flow(perm) 1745 3455 3932 1830 3335 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 78 17 74 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.87 0.87 0.83 0.83 0.75 0.75 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) 27% Lane Group Flow(vph) 66 607 435 149 163 74 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 9.6 24.6 15.7 36.3 9.9 18.6 Actuated g/C Ratio 0.26 0.68 0.43 1.00 0.27 0.51 v/c Ratio 0.14 0.26 0.26 0.08 0.18 0.09 Control Delay 15.4 4.1 11.6 0.1 13.5 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.4 4.1 11.6 0.1 13.5 2.2 LOS B A B A B A Approach Delay 5.2 8.7 10.0 Approach LOS A A A Queue Length 50th(ft) 12 27 40 0 13 0 Queue Length 95th(ft) 38 50 70 0 29 9 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 1152 3455 3776 1830 2017 1000 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 1: Arsenal St & Greenough Blvd. 8/8/2016 --,I. �*-- A, 4/ Lane Group EBL EBT WBT WBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.18 0.12 008 0.08 0.07 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:36.3 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.26 Intersection Signal Delay:7.3 Intersection LOS:A Intersection Capacity Utilization 27.0% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Blvd. 73 s :22S 06 08 117 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2023 No- Build Weekday AM Peak 1: Arsenal St & Greenough Bivd. (East) 8/2/2016 ' --} - 4" 1 Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations Vi tf tt r )y if Volume(vph) 418 1089 743 287 200 290 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3893 1830 3252 1470 Flt Permitted 0.950 0.971 Satd. Flow(perm) 1745 3421 3893 1830 3252 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 88 123 170 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 0% 0% 0% Shared Lane Traffic(%) 46% Lane Group Flow(vph) 454 1184 808 312 362 170 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 24.3 51.9 23.6 72.4 12.4 40.7 Actuated g/C Ratio 0.34 0.72 0.33 1.00 0.17 0.56 v/c Ratio 0.78 0.48 0.64 0.17 0.55 0.19 Control Delay 35.1 5.5 23.4 0.2 21.7 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.1 5.5 23.4 0.2 21.7 2.3 LOS D A C A C A Approach Delay 13.7 16.9 15.5 Approach LOS B B B Queue Length 50th(ft) 179 95 157 0 49 0 Queue Length 95th(ft) #418 166 232 0 98 30 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 585 3194 2231 1830 1041 901 Arsenal Mall Synchro 8 Report VAI S:IJobs173191SynchroQ016 Analysis\No-Build12023bam.syn 2023 No- Build Weekday AM Peak 1: Arsenal St & Greenough Bivd. (East) 8/2/2016 'A --,, �*-- k' Iv. Lane Group EBL EBT VVBT WBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.78 0.37 0.36 0.17 0.35 0.19 Inter.=ectio,� Sun-,;mary Area Type: Other Cycle Length: 120 Actuated Cycle Length:72.4 Natural Cycle:80 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.78 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1:Arsenal St&Greenough Bivd.(East) 73s i zzs I d8 07 �5 s U45 s I_Ia a Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\No-Build12023bam.syn 2023 No-Build Weekday PM Peak 1: Arsenal St & Greenough Bivd. (EaSt) 8/2/2016 ...* --*, 4--- 4-, 1-10. Inane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations tt tt r )y r Volume(vph) 299 949 888 428 265 267 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3421 3893 1830 3297 1470 Flt Permitted 0.950 0.965 Satd.Flow(perm) 1745 3421 3893 1830 3297 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 110 40 183 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 0% 0% 0% Shared Lane Traffic(%) 37% Lane Group Flow(vph) 325 1032 965 465 395 183 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 22.8 56.6 29.7 80.6 15.8 42.7 Actuated g/C Ratio 0.28 0.70 0.37 1.00 0.20 0.53 v/c Ratio 0.66 0.43 0.67 0.25 0.58 0.21 Control Delay 35.4 5.9 24.2 0.3 31.1 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.4 5.9 24.2 0.3 31.1 2.6 LOS D A C A C A Approach Delay 13.0 16.5 22.1 Approach LOS B B C Queue Length 50th(ft) 143 96 215 0 85 0 Queue Length 95th(ft) #308 158 303 0 146 36 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 531 2919 2026 1830 908 854 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\No-Build12023bpm.syn 2023 No-Build Weekday PM Peak 1: Arsenal St & Greenough Bivd. (East) 8/2/2016 'A _1. .4— 4-, \a. -V Lane Group _ EBL EBT VVBT WBR SBL SSR e9 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.35 0.48 0.25 0.44 0.21 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:80.6 Natural Cycle:75 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.67 Intersection Signal Delay: 16.0 Intersection LOS: B Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1:Arsenal St&Greenough Bivd. (East) 73 s 22 s I i 08 07 25 s 1 1128 s Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis\No-Build12023bpm.syn 2023 No-Build Saturday Midday Peak 1: Arsenal St & Greenough Blvd. 8/2/2016 Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations tt tt r )y r Volume(vph) 212 859 874 184 142 200 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3455 3932 1830 3256 1470 Flt Permitted 0.950 0.971 Satd. Flow(perm) 1745 3455 3932 1830 3256 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 48 114 133 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.93 0.93 0.96 0.96 0.81 0.81 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) 46% Lane Group Flow(vph) 228 924 910 192 289 133 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 16.2 45.5 25.1 64.7 10.9 31.2 Actuated g/C Ratio 0.25 0.70 0.39 1.00 0.17 0.48 v/c Ratio 0.52 0.38 0.60 0.10 0.45 0.17 Control Delay 27.4 4.4 18.2 0.1 18.8 2.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.4 4.4 18.2 0.1 18.8 2.9 LOS C A B A B A Approach Delay 8.9 15.1 13.8 Approach LOS A B B Queue Length 50th(ft) 77 58 141 0 31 0 Queue Length 95th(ft) 170 102 252 0 67 21 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 676 3291 2602 1830 1179 779 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\No-BuildQ023bsat.syn 2023 No-Build Saturday Midday Peak 1: Arsenal St & Greenough Blvd. 8/2/2016 --*. -*— 4" 1,10. 41 Lane Group EBL EST WBT WBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 034 0.28 0.35 0.10 0.25 0.17 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:64.7 Natural Cycle:65 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.60 Intersection Signal Delay: 12.2 Intersection LOS:B Intersection Capacity Utilization 52.1% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Blvd. --404 Ak9 73 s f— 08 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\No-Build12023bsat.syn 2023 No-Build Saturday PM Peak 1: Arsenal St & Greenough Bivd. (East) 8/8/2016 Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations I tf r IV r Volume(vph) 102 622 498 133 109 111 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length (ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length (ft) 25 25 Satd.Flow(prot) 1745 3455 3932 1830 3294 1470 Flt Permitted 0.950 0.965 Satd. Flow(perm) 1745 3455 3932 1830 3294 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 61 42 92 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.87 0.87 0.83 0.83 0.75 0.75 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) 38% Lane Group Flow(vph) 117 715 600 160 201 92 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 10.2 29.5 15.2 47.0 9.3 23.6 Actuated g/C Ratio 0.22 0.63 0.32 1.00 0.20 0.50 v/c Ratio 0.31 0.33 0.47 0.09 0.29 0.12 Control Delay 19.3 4.6 14.4 0.1 15.3 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 4.6 14.4 0.1 15.3 2.5 LOS B A B A B A Approach Delay 6.7 11.4 11.3 Approach LOS A B B Queue Length 50th (ft) 26 36 65 0 18 0 Queue Length 95th(ft) 69 64 109 0 38 13 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 913 3455 3432 1830 1532 849 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\Saturday PM12023nbsatpm.syn 2023 No-Build Saturday PM Peak 1: Arsenal St & Greenough Bivd. (East) 8/8/2016 _-0. -*--- 4" \,D. 4/ Lane Group EBL EBT WBT WBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 013 0.21 0.17 0.09 0.13 0.11 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:47 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.47 Intersection Signal Delay:9.3 Intersection LOS:A Intersection Capacity Utilization 33.7% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Bivd.(East) ] ;�3s .22 s I fl6 03 �pa :25s 1 Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 AnalysislSaturday PM12023nbsatpm.syn 2023 Build Weekday AM Peak 1: Arsenal St & Greenough Bivd. (East) 8/5/2016 Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations TT TT I -I-I r Volume(vph) 433 1127 756 287 200 296 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3893 1830 3245 1470 Flt Permitted 0.950 0.971 Satd. Flow(perm) 1745 3421 3893 1830 3245 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 86 128 171 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 0% 0% 0% Shared Lane Traffic(%) 47% Lane Group Flow(vph) 471 1225 822 312 368 171 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 24.3 52.5 24.1 73.1 12.5 40.9 Actuated g/C Ratio 0.33 0.72 0.33 1.00 0.17 0.56 v/c Ratio 0.81 0.50 0.64 0.17 0.56 0.19 Control Delav 38.0 5.6 23.4 0.2 21.8 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.0 5.6 23.4 0.2 21.8 2.3 LOS D A C A C A Approach Delay 14.6 17.0 15.6 Approach LOS B B B Queue Length 50th(ft) 190 100 161 0 50 0 Queue Length 95th(ft) #444 175 237 0 100 30 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 581 3174 2214 1830 1036 897 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis0uild12023bam.syn 2023 Build Weekday AM Peak 1: Arsenal St & Greenough Bivd. (East) 8/5/2016 --a. 4— 4�' \'W 4/ Lane Group EBL EBT WBT WBR SBL SBR o9 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.81 0.39 037 0.17 0.36 0.19 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:73.1 Natural Cycle:80 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.81 Intersection Signal Delay: 15.6 Intersection LOS:B Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1:Arsenal St&Greenough Bivd.(East) 73 s s 08 07 145� 28% J22 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\BuildQ023bam.syn 2023 Build Weekday PM Peak 1: Arsenal St & Greenough Bivd. (East) 8/5/2016 'A --,, .4- 4-, 1,10. 4/ Lane Grou EBL EBT WBT WBR SBL SBR 09 Lane Configurations Vi tt tt r W r Volume(vph) 324 995 970 428 265 312 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3893 1830 3277 1470 Fit Permitted 0.950 0.967 Satd. Flow(perm) 1745 3421 3893 1830 3277 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 101 62 200 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 0% 0% 0% Shared Lane Traffic(%) 41% Lane Group Flow(vph) 352 1082 1054 465 427 200 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 24.3 61.0 32.7 85.5 16.4 44.7 Actuated g/C Ratio 0.28 0.71 0.38 1.00 0.19 0.52 v/c Ratio 0.71 0.44 0.71 0.25 0.63 0.23 Control Delay 39.3 6.0 25.4 0.3 32.2 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.3 6.0 25.4 0.3 32.2 2.7 LOS D A C A C A Approach Delay 14.2 17.7 22.8 Approach LOS B B C Queue Length 50th(ft) 172 108 247 0 93 0 Queue Length 95th(ft) #354 170 339 0 154 38 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 495 2793 1888 1830 860 864 Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis\Build12023bpm.syn 2023 Build Weekday PM Peak 1: Arsenal St & Greenough Bivd. (East) 8/5/2016 _1. �*-- 4-, 1* 4/ Lane Group EBL EBT WBT WBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.71 0.39 0.56 0.25 0.50 023 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:85.5 Natural Cycle:80 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.71 Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 65.6% ICU Level of Service C Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1:Arsenal St&Greenough Bivd.(East) :73 s 1 22 s I F 1I �c36 08 I 07 125 s 1 13.45 s 1 U.2a s Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis\Build12023bpm.syn 2023 Build Saturday Midday Peak 1: Arsenal St & Greenough Blvd. 8/5/2016 Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations tt tt if )y r Volume(vph) 239 908 944 184 142 239 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length (ft) 175 75 0 125 Storage Lanes 1 1 2 1 Taper Length (ft) 25 25 Satd. Flow(prot) 1745 3455 3932 1830 3231 1470 Flt Permitted 0.950 0.973 Satd. Flow(perm) 1745 3455 3932 1830 3231 1470 Right Turn on Red Yes Yes Satd.Flow(RTOR) 45 145 150 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.93 0.93 0.96 0.96 0.81 0.81 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) 49% Lane Group Flow(vph) 257 976 983 192 320 150 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 18.0 49.7 27.6 69.2 11.1 33.3 Actuated g/C Ratio 0.26 0.72 0.40 1.00 0.16 0.48 v/c Ratio 0.57 0.39 0.63 0.10 0.50 0.19 Control Delay 29.6 4.3 19.2 0.1 19.0 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 4.3 19.2 0.1 19.0 3.0 LOS C A B A B A Approach Delay 9.6 16.1 13.9 Approach LOS A B B Queue Length 50th (ft) 94 65 169 0 34 0 Queue Length 95th(ft) 203 111 278 0 71 24 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 633 3211 2437 1830 1124 784 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build12023bsat.syn 2023 Build Saturday Midday Peak 1: Arsenal St & Greenough Blvd. 8/5/2016 _-0. 4--- 4" 1-10. 4/ Lane Group EBL EBT WBT 1NBR SBL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.30 0.40 0.10 0.28 0.19 Intersection Summary qq Area Type: Other Cycle Length: 120 Actuated Cycle Length:69.2 Natural Cycle:70 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.63 Intersection Signal Delay: 13.0 Intersection LOS:B Intersection Capacity Utilization 55.9% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Blvd. 7'3r 3 :22& r�6 08 25 s Was � Arsenal Mall Synchro 8 Report VAI S:IJobs173191SynchroQ016 Analysis\Build12023bsat.syn 2023 \Build Saturday PM Peak 1: Arsenal St & Greenough Bivd. (East) 8/16/2016 Lane Group EBL EBT WBT WBR SBL SBR 09 Lane Configurations tt Tt r W r Volume(vph) 153 709 583 133 109 161 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 15 16 11 12 Storage Length(ft) 175 75 0 125 • Storage Lanes 1 1 2 1 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3455 3932 1830 3245 1470 Flt Permitted 0.950 0.971 Satd. Flow(perm) 1745 3455 3932 1830 3245 1470 Right Turn on Red Yes Yes Satd. Flow(RTOR) 52 101 114 Link Speed(mph) 30 30 30 Link Distance(ft) 615 1026 443 Travel Time(s) 14.0 23.3 10.1 Peak Hour Factor 0.87 0.87 0.83 0.83 0.75 0.75 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) 47% Lane Group Flow(vph) 176 815 702 160 246 114 Turn Type Prot NA NA Free Prot pm+ov Protected Phases 7 4 8 6 7 9 Permitted Phases Free 6 Detector Phase 7 4 8 6 7 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 9.0 21.0 21.0 21.0 9.0 9.0 Total Split(s) 28.0 73.0 45.0 25.0 28.0 22.0 Total Split(%) 23.3% 60.8% 37.5% 20.8% 23.3% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green(s) 12.7 35.2 18.4 53.1 9.6 26.4 Actuated g/C Ratio 0.24 0.66 0.35 1.00 0.18 0.50 v/c Ratio 0.42 0.36 0.52 0.09 0.37 0.14 Control Delay 22.1 4.4 15.8 0.1 14.7 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.1 4.4 15.8 0.1 14.7 2.6 LOS C A B A B A Approach Delay 7.6 12.9 10.8 Approach LOS A B B Queue Length 50th(ft) 45 44 86 0 20 0 Queue Length 95th(ft) 108 77 145 0 42 14 Internal Link Dist(ft) 535 946 363 Turn Bay Length(ft) 175 75 125 Base Capacity(vph) 816 3455 3129 1830 1388 825 Arsenal Street Sychro 8 VAI S:\Jobs\7319\Synchro\2016 Analysis\Saturday PM\2023bsatpm.syn 2023 \Build Saturday PM Peak 1: Arsenal St & Greenough Bivd. (East) 8/16/2016 _I. 4 Lane Group ESL EST WBT W8R SSL SBR 09 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.24 0.22 0.09 0.18 0.14 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:53.1 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum We Ratio:0.52 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 39.4% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Arsenal St&Greenough Bivd.(East) 73 a i 229 �6 08 I5s I 11�8s I U2es Arsenal Street Sychro 8 VAI S:\Jobs\7319\Synchro016 Analysis\Saturday PM\2023bsatpm.syn Arsenal Street at Greenough Boulevard (West) 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 7/20/2016 Lane Group EBL EBT EBR WBL 1N6T VI180 NBL NBT NBR SBL SBT SBR Lane Configurations +M *M 4 + Volume(vph) 0 1206 121 66 682 0 96 0 91 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 0 3490 0 0 3469 0 0 1696 0 0 1863 0 Flt Permitted 0.996 0.975 Satd.Flow(perm) 0 3490 0 0 3469 0 0 1696 0 0 1863 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 605 443 178 Travel Time(s) 12.9 13.8 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 2% 2% 0% 4% 2% 2% 0% 2% 2% 2% 2% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1443 0 0 813 0 0 203 0 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period(min) 15 Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak HCM 2010 TWSC 2: Greenough Blvd/Driveway &Arsenal St 7/20/2016 Intersection Int Delay,s/veh 98.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol,veh/h 0 1206 121 66 682 0 96 0 91 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized None - None None Storage Length - - - - - Veh in Median Storage,# 0 0 0 Grade,% - 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 0 4 2 2 0 2 Mvmt Flow 0 1311 132 72 741 0 104 0 99 MajorlMinor Maiorl Maior2 Minorl Conflicting Flow All 741 0 0 1442 0 0 1891 2262 721 Stage 1 - - - - - 1377 1377 - Stage 2 - - - 514 885 - Critical Hdwy 4.14 4.1 - 7.54 6.5 6.94 Critical Hdwy Stg 1 - _ - - 6.54 5.5 - Critical Hdwy Stg 2 - - - 6.54 5.5 - Follow-up Hdwy 2.22 - 2.2 - 3.52 4 3.32 Pot Cap-1 Maneuver 862 - 476 - —43 41 370 Stage 1 - - - - 153 214 - Stage 2 - - - - 511 366 - Platoon blocked,% - - Mov Cap-1 Maneuver 862 - 476 —34 30 370 Mov Cap-2 Maneuver - - —34 30 - Stage 1 - 153 214 Stage 2 380 272 Approach EB WB NS HCM Control Delay,s $1191.9 HCM LOS F Minor LanelMaior Mvmt NBLn1 EBL EST EBR WBL WBT WBR SSLnl Capacity(veh/h) 61 862 476 HCM Lane V/C Ratio 3.332 - 0.151 - - HCM Control Delay(s) $ 1191.9 0 13.9 1.5 0 HCM Lane LOS F A B A - A HCM 95th%tile Q(veh) 21 0 1 - - - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined ":All major volume in platoon Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy PM Peak 2: Greenough Blvd/Driveway & Arsenal St 17/20/2016 --* --0. --* 4-- I* /0,W i 4/ Lane Group ESL EBT ESR WBL W8T WBR NBL NBT NSR SBL SBT SBR Lane Configurations +T+ *M 41� *1� Volume(vph) 0 879 141 96 823 0 86 0 35 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 0 3465 0 0 3468 0 0 1729 0 0 1863 0 At Permitted 0.995 0.966 Satd.Flow(perm) 0 3465 0 0 3468 0 0 1729 0 0 1863 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 605 443 178 Travel Time(s) 12.9 13.8 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 2% 2% 0% 4% 2% 2% 0% 2% 2% 2% 2% Shared Lane Traffic(%) Lane Group Flow(vph) 0 1108 0 0 999 0 0 131 0 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 71.2% ICU Level of Service C Analysis Period(min) 15 Arsenal Project Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Wkdy PM Peak 2: Greenough Blvd/Driveway & Arsenal St 7/20/2016 Intersection Int Delay,s/veh 38.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol,veh/h 0 879 141 96 823 0 86 0 35 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized None - None - - None Storage Length - - Veh in Median Storage,# 0 0 0 Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 0 4 2 2 0 2 Mvmt Flow 0 955 153 104 895 0 93 0 38 Major/Minor Major1 Major2 Minor1� I Conflicting Flow All 895 0 0 1109 0 0 1688 2135 554 Stage 1 - - - - - 1032 1032 - Stage 2 - 656 1103 - Critical Hdwy 4.14 4.1 7.54 6.5 6.94 Critical Hdwy Stg 1 - 6.54 5.5 - Critical Hdwy Stg 2 - - 6.54 5.5 - Follow-up Hdwy 2.22 2.2 3.52 4 3.32 Pot Cap-1 Maneuver 754 637 -61 50 476 Stage 1 - - 249 313 - Stage 2 - - 421 290 - Platoon blocked,% Mov Cap-1 Maneuver 754 637 -46 34 476 Mov Cap-2 Maneuver - - -46 34 - Stage 1 - 249 313 Stage 2 - 284 196 Approach EB WB NB 4 HCM Control Delay,s $660.4 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 62 754 637 HCM Lane V/C Ratio 2.121 - 0.164 - - HCM Control Delay(s) $660.4 0 11.8 1.5 0 HCM Lane LOS F A B A A HCM 95th%tile Q(veh) 13 0 1 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined ":All major volume in platoon Arsenal Project Sychro 8 VAI S:Wobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Saturday Midday Peak 2: Greenough Blvd/Driveway &Arsenal St 8/2/2016 ---I --.N. 4--- *,- t 1 Lane Group ESL EBT EBR WBL WBT WBR N8L NBT NBR SBL SBT SBR Lane Configurations *M 41� +T* 4, Volume(vph) 1 776 152 41 746 1 141 1 44 0 0 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 0 3491 0 0 3565 0 0 1771 0 0 1644 0 Fit Permitted 0.997 0.963 Satd. Flow(perm) 0 3491 0 0 3565 0 0 1771 0 0 1644 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 605 443 178 Travel Time(s) 12.9 13.8 10.1 4.0 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.95 0.95 0.95 0.25 0.25 0.25 Heavy Vehicles(%) 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 967 0 0 829 0 0 195 0 0 4 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 2: Greenough Blvd/Driveway &Arsenal St 8/2/2016 Intersection Int Delay,s/veh 37.5 Movement I"BL EBT EBR WBL WBT WBR NBL NBT NBR Vol,veh/h 1 776 152 41 746 1 141 1 44 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - None None Storage Length - - - - - - - - Veh in Median Storage,# - 0 0 - - 0 - Grade,% - 0 - - 0 - - 0 = Peak Hour Factor 96 96 96 95 95 95 95 95 95 Heavy Vehicles,% 0 1 0 0 1 0 0 0 0 Mvmt Flow 1 808 158 43 785 1 148 1 46 Major/Minor Maiorl Maior2 Minorl Conflicting Flow All 786 0 0 967 0 0 1369 1763 483 Stage 1 - - - - - 890 890 - Stage 2 - - - 479 873 - Critical Hdwy 4.1 - - 4.1 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - 6.5 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - Follow-up Hdwy 2.2 - 2.2 3.5 4 3.3 Pot Cap-1 Maneuver 842 - - 720 —107 85 535 Stage 1 - - - 308 364 - Stage 2 - - - 542 370 - Platoon blocked,% Mov Cap-1 Maneuver 842 720 --97 76 535 Mov Cap-2 Maneuver - M 97 76 - Stage 1 307 363 - Stage 2 481 331 - Approach EB WEI NB HCM Control Delay,s $382.6 HCM LOS F Minor Lane/Major Mvmt N6Ln1 EBL EBT ESR WBL WBT VVSR SBLn1 Capacity(veh/h) 120 842 720 612 HCM Lane V/C Ratio 1.632 0.001 - 0.06 - 0.007 HCM Control Delay(s) $382.6 9.3 0 10.3 0.5 10.9 HCM Lane LOS F A A B A B HCM 95th%tile Q(veh) 15 0 - 0 - 0 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined " All major volume in platoon Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday PM 2: Greenough Blvd/Driveway & Arsenal St 8/8/2016 -1, -W -,v f- *-- 4..- 4% t Iv. 1 W Large Group EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +M +M *1� 4 Volume(vph) 1 556 99 36 401 0 82 0 29 0 0 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 0 3497 0 0 3563 0 0 1767 0 0 1644 0 Fit Permitted 0.996 0.965 Satd.Flow(perm) 0 3497 0 0 3563 0 0 1767 0 0 1644 0 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 605 443 178 Travel Time(s) 12.9 13.8 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.83 0.83 0.83 0.77 0.77 0.77 0.50 0.50 0.50 Heavy Vehicles(%) 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 713 0 0 526 0 0 144 0 0 4 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 2: Greenough Blvd/Driveway &Arsenal St 8/8/2016 Intersection Int Delay,s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol,veh/h 1 556 99 36 401 0 82 0 29 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - None - None - - None Storage Length - - - - - - - Veh in Median Storage,# 0 - 0 - - 0 - Grade,% - 0 - 0 - - 0 - Peak Hour Factor 92 92 92 83 83 83 77 77 77 Heavy Vehicles,% 0 1 0 0 1 0 0 0 0 Mvmt Flow 1 604 108 43 483 0 106 0 38 Major0nor Maiorl Major2 Minorl Conflicting Flow All 483 0 0 712 0 0 988 1230 356 Stage 1 - - - - - 660 660 - Stage 2 - - - - 328 570 - Critical Hdwy 4.1 - 4.1 - 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - Follow-up Hdwy 2.2 - 2.2 - - 3.5 4 3.3 Pot Cap-1 Maneuver 1090 - 897 - 204 179 646 Stage 1 - - - - 423 463 - Stage 2 - - - - - 664 509 - Platoon blocked,% - - Mov Cap-1 Maneuver 1090 897 - 192 167 646 Mov Cap-2 Maneuver - 192 167 Stage 1 - 422 462 - Stage 2 617 475 - Approach EB WB NB HCM Control Delay,s 41.9 HCM LOS E Minor Lane/Major Mvnit NBLn1 EBL EBT E8R WBL NBT WBR SBLnl Capacity(veh/h) 235 1090 - 897 - 765 HCM Lane V/C Ratio 0.613 0.001 - 0.048 - 0.005 HCM Control Delay(s) 41.9 8.3 0 9.2 0.3 9.7 HCM Lane LOS E A A A A A HCM 95th%tile Q(veh) 4 0 - 0 - 0 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 2: Greenough Blvd/Driveway &Arsenal St 8/8/2016 Intersection Int Delay,s/veh Movement SBL SBT SSR Vol,vehlh 0 0 2 Conflicting Peds,#/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage,# - 0 - Grade,% - 0 - Peak Hour Factor 50 50 50 Heavy Vehicles,% 0 0 0 Mvmt Flow 0 0 4 Major/Minor Mincr2 Conflicting Flow All 874 1284 242 Stage 1 570 570 - Stage 2 304 714 - Critical Hdwy 7.5 6.5 6.9 Critical Hdwy Stg 1 6.5 5.5 - Critical Hdwy Stg 2 6.5 5.5 - Follow-up Hdwy 3.5 4 3.3 Pot Cap-1 Maneuver 247 166 765 Stage 1 479 509 - Stage 2 686 438 - Platoon blocked,% Mov Cap-1 Maneuver 221 155 765 Mov Cap-2 Maneuver 221 155 - Stage 1 478 475 - Stage 2 645 437 Approach SIB HCM Control Delay,s 9.7 HCM LOS A Minor LanelMajor Mvmt Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 8/2/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +M +"+ +T* 4 Volume(vph) 0 1411 130 71 962 0 103 0 98 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util.Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.934 Flt Protected 0.997 0.975 Satd. Flow(prot) 0 3493 0 0 3470 0 0 1696 0 0 1863 0 Flt Permitted 0.684 0.975 Satd. Flow(perm) 0 3493 0 0 2381 0 0 1696 0 0 1863 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 15 64 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 605 443 178 Travel Time(s) 12.9 13.8 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 2% 2% 0% 4% 2% 2% 0% 2% 2% 2% 2% Adj. Flow(vph) 0 1534 141 77 1046 0 112 0 107 0 0 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1675 0 0 1123 0 0 219 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type NA Perm NA Split NA Protected Phases 4 8 2 2 6 Permitted Phases 4 8 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Arsenal Mall 2023 No-Build Weekday AM Peak Synchro 8 Report S:Uob03191Synchro12016 Analysis\rm2023bam.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway &Arsenal St 8/2/2016 --* --,, "t i- 'Q 4\ I* ► Lane Group EBL EBT EBR WBL WBT UVSR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 78.0 78.0 78.0 78.0 21.0 21.0 21.0 21.0 Total Split(%) 65.0% 65.0% 65.0% 65.0% 17.5% 17.5% 17.5% 17.5% Maximum Green(s) 73.0 73.0 73.0 73.0 16.0 16.0 16.0 16.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#Ihr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 51.0 51.0 14.4 Actuated g/C Ratio 0.69 0.69 0.19 v/c Ratio 0.69 0.68 0.57 Control Delay 8.3 9.1 28.7 Queue Delay 0.1 0.0 0.0 Total Delay 8.4 9.1 28.7 LOS A A C Approach Delay 8.4 9.1 28.7 Approach LOS A A C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:74 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum vlc Ratio:0.69 Intersection Signal Delay: 10.2 Intersection LOS:B Intersection Capacity Utilization 93.5% ICU Level of Service F Analysis Period(min) 15 Splits and Phases: 2:Greenough Blvd/Driveway&Arsenal St *t 02 14 o6 1 --*04 178S I� 08 7S s Arsenal Mall 2023 No-Build Weekday AM Peak Synchro 8 Report S:1Jobs173191Synchro12016 Analysislrm2023bam.syn Page 2 Queues 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 —; I Lane Group lff- EEIT WBT NBT Lane Group Flow(vph) 1675 1123 219 v/c Ratio 0.69 0.68 0.57 Control Delay 8.3 9.1 28.7 Queue Delay 0.1 0.0 0.0 Total Delay 8.4 9.1 28.7 Queue Length 50th(ft) 209 140 63 Queue Length 95th(ft) 278 202 169 Internal Link Dist(ft) 487 525 363 Turn Bay Length(ft) Base Capacity(vph) 3212 2189 463 Starvation Cap Reductn 371 33 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.59 0.52 0.47 Intersection Summary Arsenal Mall 2023 No-Build Weekday AM Peak Synchro 8 Report S:IJobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rm2023bam.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St I 8/2/2016 -il --,, "r 4- I* # Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT 'SBR Lane Configurations 411 4+ Volume(vph) 0 1210 151 103 1052 0 92 0 38 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.983 0.961 Flt Protected 0.996 0.966 Satd. Flow(prot) 0 3479 0 0 3469 0 0 1729 0 0 1863 0 Flt Permitted 0.639 0.789 Satd. Flow(perm) 0 3479 0 0 2226 0 0 1412 0 0 1863 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 33 18 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 605 443 178 Travel Time(s) 12.9 13.8 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 2% 2% 0% 4% 2% 2% 0% 2% 2% 2% 2% Adj. Flow(vph) 0 1315 164 112 1143 0 100 0 41 0 0 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1479 0 0 1255 0 0 141 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex C1+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 40 Arsenal Mall 2023 No-Build Weekday PM Synchro 8 Report S:Uob03191Synchro12016 Analysis\rm2023bpm.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 8/2/2016 Lane Group EBL EBT EBR VV8L WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 95.0 95.0 95.0 95.0 25.0 25.0 25.0 25.0 Total Split(%) 79.2% 79.2% 79.2% 79.2% 20.8% 20.8% 20.8% 20.8% Maximum Green(s) 90.0 90.0 90.0 90.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 58.2 58.2 14.2 Actuated g/C Ratio 0.72 0.72 0.17 v/c Ratio 0.59 0.79 0.54 Control Delay 6.4 11.7 40.8 Queue Delay 0.1 0.0 0.0 Total Delay 6.5 11.7 40.8 LOS A B D Approach Delay 6.5 11.7 40.8 Approach LOS A B D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:81.3 Natural Cycle:65 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.79 Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 87.7% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 2:Greenough Blvd/Driveway&Arsenal St t02 1 ­4 d4 25 s las S I �� 7 vb 08 Arsenal Mall 2023 No-Build Weekday PM Synchro 8 Report S:\Jobs\7319\Synchro\2016 Analysis\rm2023bpm.syn Page 2 Queues 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 I Lane Group JIM,` EBT WBT NBT Lane Group Flow(vph) 1479 1255 141 v/c Ratio 0.59 0.79 0.54 Control Delay 6.4 11.7 40.8 Queue Delay 0.1 0.0 0.0 Total Delay 6.5 11.7 40.8 Queue Length 50th(ft) 143 165 55 Queue Length 95th(ft) 255 328 156 Internal Link Dist(ft) 487 525 363 Turn Bay Length(ft) Base Capacity(vph) 3257 2082 419 Starvation Cap Reductn 544 46 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.55 0.62 0.34 Intersection Summary Arsenal Mall 2023 No-Build Weekday PM Synchro 8 Report S:1Jobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rm2023bpm.syn Page 1 Lanes, Volumes, Timings 2: Greenouah Blvd/Drivewav & Arsenal St 8/2/2016 --I. *-- t - 1 41 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *11+ *M +T+ Volume(vph) 1 1024 163 44 1029 1 152 1 47 0 0 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.979 0.968 0.865 Flt Protected 0.998 0.963 Satd. Flow(prot) U oov4 0 0 QUUU 0 0 1771 0 0 1644 0 Fit Permitted 0.954 0.859 0.775 Satd. Flow(perm) 0 3343 0 0 3072 0 0 1425 0 0 1644 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 29 13 113 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 605 443 178 Travel Time(s) 12.9 13.8 10.1 4.0 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.95 0.95 0.95 0.25 0.25 0.25 Heavy Vehicles(%) 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 1 1067 170 46 1083 1 160 1 49 0 0 4 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1238 0 0 1130 0 0 210 0 u 4 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Uetector 1 unannel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Arsenal Mall 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro12016 Analysis\rm2023bsat.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway &Arsenal St II 8/2/2016 --, _1' --t f- 4-- �*\ t i V Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 80.0 80.0 80.0 80.0 40.0 40.0 40.0 40.0 Total Split(%) 66.7% 66.7% 66.7% 66.7% 33.3% 33.3% 33.3% 33.3% Maximum Green(s) 75.0 75.0 75.0 75.0 35.0 35.0 35.0 35.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 34.2 34.2 15.9 15.9 Actuated g/C Ratio 0.58 0.58 0.27 0.27 v/c Ratio 0.63 0.63 0.53 0.01 Control Delay 9.8 10.2 24.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 9.8 10.2 24.8 0.0 LOS A B C A Approach Delay 9.8 10.2 24.8 0.0 Approach LOS A B C A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:58.7 Natural Cycle:50 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.63 Intersection Signal Delay: 11.2 Intersection LOS:B Intersection Capacity Utilization 85.4% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 2:Greenough Blvd/Driveway&Arsenal St t r I 130E 08 Arsenal Mall 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro12016 Analysis\rm2023bsat.syn Page 2 Queues 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 t l Lane Group EBT WBT NBT SBT Lane Group Flow(vph) 1238 1130 210 4 v/c Ratio 0.63 0.63 0.53 0.01 Control Delay 9.8 10.2 24.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 9.8 10.2 24.8 0.0 Queue Length 50th(ft) 120 112 55 0 Queue Length 95th(ft) 247 235 154 0 Internal Link Dist(ft) 487 525 363 98 Turn Bay Length(ft) Base Capacity(vph) 3272 3006 943 1121 Starvation Cap Reductn 79 18 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.39 0.38 0.22 0.00 Intersection Summary Arsenal Mall 2023 No-Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rm2023bsat.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 8/8/2016 -,* --I. ')v k- 4\ t 1 4/ e Grou EBL EBT EBR WBL WST WBR NBL NBT NBR SBL SOT SBR Lane Configurations *M +M 4 4 Volume(vph) 1 693 106 39 570 0 88 0 31 0 0 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.965 0.865 Flt Protected 0.997 0.964 Satd. Flow(prot) 0 3507 0 0 3566 0 0 1767 0 0 1644 0 Flt Permitted 0.954 0.869 0.780 Satd. Flow(perm) 0 3346 0 0 3108 0 0 1430 0 0 1644 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 42 18 337 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 302 443 178 Travel Time(s) 12.9 6.9 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.83 0.83 0.83 0.77 0.77 0.77 0.50 0.50 0.50 Heavy Vehicles(%) 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 1 753 115 47 687 0 114 0 40 0 0 4 Shared Lane Traffic(%) Lane Group Flow(vph) 0 869 0 0 734 0 0 154 0 0 4 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Arsenal Mall 8/5/2016 2023 No-Build Saturday PM Synchro 8 Report S:1Jobs173191Synchro12016 AnalysislSaturday PM\rm2023nbsatpm.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St II 8/8/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 95.0 95.0 95.0 95.0 25.0 25.0 25.0 25.0 Total Split(%) 79.2% 79.2% 79.2% 79.2% 20.8% 20.8% 20.8% 20.8% Maximum Green(s) 90.0 90.0 90.0 90.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 19.5 19.5 10.1 10.1 Actuated g/C Ratio 0.52 0.52 0.27 0.27 vlc Ratio 0.50 0.46 0.39 0.01 Control Delay 6.9 7.0 14.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 6.9 7.0 14.7 0.0 LOS A A B A Approach Delay 6.9 7.0 14.7 0.0 Approach LOS A A B A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 37.8 Natural Cycle:45 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.50 Intersection Signal Delay:7.6 Intersection LOS:A Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 2:Greenough Blvd/Driveway&Arsenal St t02 1 --0'04 25s f 135S 1 I � # s�6 08 1259 1'95 s ] Arsenal Mall 8/5/2016 2023 No-Build Saturday PM Synchro 8 Report S:1Jobs173191Synchro12016 AnalysislSaturday PM\rm2023nbsatpm.syn Page 2 Queues 2: Greenough Blvd/Driveway &Arsenal St 8/10/2016 4- t 1 Lane Group EBT VBT NBT SET Lane Group Flow(vph) 869 734 154 4 v/c Ratio 0.50 0.46 0.39 0.01 Control Delay 6.9 7.0 14.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 6.9 7.0 14.7 0.0 Queue Length 50th(ft) 47 41 22 0 Queue Length 95th(ft) 95 75 56 0 Internal Link Dist(ft) 487 222 363 98 Turn Bay Length(ft) Base Capacity(vph) 3346 3108 826 1085 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.26 0.24 0.19 0.00 Intersection Summary Arsenal Mall 8/5/2016 2023 No-Build Saturday PM Synchro 8 Report S:IJobs173191Synchro12016 Anal ysislSaturday PM\rm2023nbsatpm.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 Lane Group EBL EBT EBR WSL WBT WBR NBL NBT NBR SBL SBT 58R Lane Configurations *M +M +T+ 4� Volume(vph) 0 1464 137 71 981 0 106 0 98 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.935 Fit Protected 0.997 0.975 Satd. Flow(prot) 0 3493 0 0 3470 0 0 1698 0 0 1863 0 Fit Permitted 0.671 0.975 Satd. Flow(perm) 0 3493 0 0 2335 0 0 1698 0 0 1863 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 15 64 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 302 443 178 Travel Time(s) 12.9 6.9 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 2% 2% 0% 4% 2% 2% 0% 2% 2% 2% 2% Adj. Flow(vph) 0 1591 149 77 1066 0 115 0 107 0 0 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1 740 0 0 1143 0 0 222 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type NA Perm NA Split NA Protected Phases 4 8 2 2 6 Permitted Phases 4 8 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Arsenal Mail 8/5/2016 2023 Build Weekday AM Peak Synchro 8 Report S:IJobs173191Synchro12016 Analysis\Build\rm2023bam.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 ";v f- 4\ t 1 -*I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 78.0 78.0 78.0 78.0 21.0 21.0 21.0 21.0 Total Split(%) 65.0% 65.0% 65.0% 65.0% 17.5% 17.5% 17.5% 17.5% Maximum Green(s) 73.0 73.0 73.0 73.0 16.0 16.0 16.0 16.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 56.0 56.0 14.7 Actuated g/C Ratio 0.71 0.71 0.19 v/c Ratio 0.70 0.69 0.60 Control Delay 8.3 9.1 31.3 Queue Delay 0.2 0.0 0.0 Total Delay 8.5 9.1 31.3 LOS A A C Approach Delay 8.5 9.1 31.3 Approach LOS A A C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:79.1 Natural Cycle: 100 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.70 Intersection Signal Delay: 10.4 Intersection LOS: B Intersection Capacity Utilization 95.9% ICU Level of Service F Analysis Period(min) 15 Splits and Phases: 2: Greenough Blvd/Driveway&Arsenal St *toy � 06 1 --Ipb4 21S 1 1121S ! 178S 1 08 78 5 Arsenal Mall 8l5/2016 2023 Build Weekday AM Peak Synchro 8 Report S:IJobs173191Synchro12016 Analysis\Build\rm2023bam.syn Page 2 Queues 2: Greenough Blvd/Driveway &Arsenal St 8/10/2016 -10 4- I Lane Group EBT WBT NBT Lane Group Flow(vph) 1740 1143 222 v/c Ratio 0.70 0.69 0.60 Control Delay 8.3 9.1 31.3 Queue Delay 0.2 0.0 0.0 Total Delay 8.5 9.1 31.3 Queue Length 50th(ft) 230 150 74 Queue Length 95th(ft) 300 214 173 Internal Link Dist(ft) 487 222 363 Turn Bay Length(ft) Base Capacity(vph) 3108 2076 433 Starvation Cap Reductn 442 0 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.65 0.55 0.51 Intersection Summary Arsenal Mall 8/5/2016 2023 Build Weekday AM Peak Synchro 8 Report S:1Jobs173191Synchro12016 Analysis&ildlrm2023bam.syn Page 3 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway &Arsenal St 18/10/2016 --* --a. -)v 4% I* 7 i 4", Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *"T, +M 41, 4, Volume(vph) 0 1281 160 103 1179 0 109 0 38 0 0 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.983 0.965 Fit Protected 0.996 0.964 Satd. Flow(prot) 0 3479 0 0 3468 0 0 1733 0 0 1863 0 Fit Permitted 0.614 0.782 Satd. Flow(perm) 0 3479 0 0 2138 0 0 1406 0 0 1863 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 33 18 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 302 443 178 Travel Time(s) 12.9 6.9 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 2% 2% 0% 4% 2% 2% 0% 2% 2% 2% 2% Adj. Flow(vph) 0 1392 174 112 1282 0 118 0 41 0 0 0 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1566 0 0 1394 0 0 159 0 0 0 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Arsenal Mall 8/5/2016 2023 Build Weekday PM Synchro 8 Report S:IJobs173191Synchro12016 Analysis\Build\rm2023bpm.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 18/10/2016 ♦ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 95.0 95.0 95.0 95.0 25.0 25.0 25.0 25.0 Total Split(%) 79.2% 79.2% 79.2% 79.2% 20.8% 20.8% 20.8% 20.8% Maximum Green(s) 90.0 90.0 90.0 90.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 73.7 73.7 16.3 Actuated g/C Ratio 0.75 0.75 0.17 v/c Ratio 0.60 0.87 0.64 Control Delay 6.7 16.9 50.9 Queue Delay 0.3 0.0 0.0 Total Delay 7.0 16.9 50.9 LOS A B D Approach Delay 7.0 16.9 50.9 Approach LOS A B D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 98.6 Natural Cycle:80 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.87 Intersection Signal Delay: 13.7 Intersection LOS: B Intersection Capacity Utilization 94.4% ICU Level of Service F Analysis Period(min) 15 Splits and Phases: 2:Greenough Blvd/Driveway&Arsenal St t02 -♦►04 Iz5 s r ��s s- - I r I • 06 08 125s 1 995S 1 I� Arsenal Mall 8/5/2016 2023 Build Weekday PM Synchro 8 Report S:Uobs173191Synchro12016 Analysis0uildlrm2023bpm.syn Page 2 Queues 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 ---Ip t Lane Group EBT WBT NBT Lane Group Flow(vph) 1566 1394 159 v/c Ratio 0.60 0.87 0.64 Control Delay 6.7 16.9 50.9 Queue Delay 0.3 0.0 0.0 Total Delay 7.0 16.9 50.9 Queue Length 50th(ft) 202 292 93 Queue Length 95th(ft) 282 482 178 Internal Link Dist(ft) 487 222 363 Turn Bay Length(ft) Base Capacity(vph) 3031 1860 335 Starvation Cap Reductn 748 0 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.69 0.75 0.47 Intersection Summary Arsenal Mall 8/5/2016 2023 Build Weekday PM Synchro 8 Report S:1Jobs173191Synchro12016 Analysis\Build\rm2023bpm.syn Page 3 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 --, --1' --* f- *,- t 1 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +TT+ +TT +T+ Volume(vph) 1 1100 173 44 1138 1 166 1 47 0 0 1 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.971 0.865 Flt Protected 0.998 0.963 Satd. Flow(prot) 0 3508 0 0 3568 0 0 1777 0 0 1644 0 Flt Permitted 0.954 0.853 0.771 Satd. Flow(perm) 0 3346 0 0 3050 0 0 1422 0 0 1644 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 28 12 88 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 302 443 178 Travel Time(s) 12.9 6.9 10.1 4.0 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.95 0.95 0.95 0.25 0.25 0.25 Heavy Vehicles(%) 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 1 1146 180 46 1198 1 175 1 49 0 0 4 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1327 0 0 1245 0 0 225 0 0 4 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Arsenal Mall 8/5/2016 2023 Build Saturday Midday Synchro 8 Report S:Wobs173191Synchro12016 Analysis0uild1rm2023bsat.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway &Arsenal St 18/10/2016 ---, --* *-- *.- 4\ t # 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 80.0 80.0 80.0 80.0 40.0 40.0 40.0 40.0 Total Split(%) 66.7% 66.7% 66.7% 66.7% 33.3% 33.3% 33.3% 33.3% Maximum Green (s) 75.0 75.0 75.0 75.0 35.0 35.0 35.0 35.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 41.8 41.8 18.5 18.5 Actuated g/C Ratio 0.60 0.60 0.27 0.27 v/c Ratio 0.65 0.67 0.58 0.01 Control Delay 10.7 11.5 30.2 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 10.7 11.5 30.2 0.0 LOS B B C A Approach Delay 10.7 11.5 30.2 0.0 Approach LOS B B C A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:69.1 Natural Cycle: 55 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.67 Intersection Signal Delay: 12.6 Intersection LOS: B Intersection Capacity Utilization 89.1% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 2:Greenough Blvd/Driveway&Arsenal St t I -*04 �40 I I ISO s I I 08 I40 s I 91:80 s 1J Arsenal Mall 8/5/2016 2023 Build Saturday Midday Synchro 8 Report S:1Jobs173191Synchro12016 Analysis\Build\rm2023bsat.syn Page 2 Queues 2: Greenough Blvd/Driveway &Arsenal StI 8/10/2016 ---W �-- I i Lane Group EBT 1NBT NBT SBT Lane Group Flow(vph) 1327 1245 225 4 v/c Ratio 0.65 0.67 0.58 0.01 Control Delay 10.7 11.5 30.2 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 10.7 11.5 30.2 0.0 Queue Length 50th(ft) 153 151 74 0 Queue Length 95th(ft) 318 316 197 0 Internal Link Dist(ft) 487 222 363 98 Turn Bay Length(ft) Base Capacity(vph) 3144 2864 818 977 Starvation Cap Reductn 140 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.44 0.43 0,28 0.00 Intersection Summary Arsenal Mall 8/5/2016 2023 Build Saturday Midday Synchro 8 Report S:IJobs173191Synchro12016 Analysis\Build\rm2023bsat.syn Page 3 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway &Arsenal St II 8/8/2016 --1' " *-- *-- t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *T"T+ *TT 4 Volume(vph) 1 831 125 39 705 0 105 0 31 0 0 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util.Factor 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.969 0.865 Fit Protected 0.997 0.963 Satd. Flow(prot) 0 3507 0 0 3565 0 0 1773 0 0 1644 0 Fit Permitted 0.954 0.865 0.773 Satd. Flow(perm) 0 3346 0 0 3093 0 0 1423 0 0 1644 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 41 18 254 Link Speed(mph) 30 30 30 30 Link Distance(ft) 567 302 443 178 Travel Time(s) 12.9 6.9 10.1 4.0 Peak Hour Factor 0.92 0.92 0.92 0.83 0.83 0.83 0.77 0.77 0.77 0.50 0.50 0.50 Heavy Vehicles(%) 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% Adj. Flow(vph) 1 903 136 47 849 0 136 0 40 0 0 4 Shared Lane Traffic(%) Lane Group Flow(vph) 0 1040 0 0 896 0 0 176 0 0 4 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Arsenal Mall 8/5/2016 2023 Build Saturday PM Synchro 8 Report S:IJobs173191Synchro12016 AnalysislSaturday PM\rm2023bsatpm.syn Page 1 Lanes, Volumes, Timings 2: Greenough Blvd/Driveway & Arsenal St 8/8/2016 ---mot t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split(s) 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split(s) 95.0 95.0 95.0 95.0 25.0 25.0 25.0 25.0 Total Split(%) 79.2% 79.2% 79.2% 79.2% 20.8% 20.8% 20.8% 20.8% Maximum Green(s) 90.0 90.0 90.0 90.0 20.0 20.0 20.0 20.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 24.7 24.7 11.6 11.6 Actuated g/C Ratio 0.55 0.55 0.26 0.26 v/c Ratio 0.56 0.52 0.46 0.01 Control Delay 7.6 7.7 18.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 7.6 7.7 18.3 0.0 LOS A A B A Approach Delay 7.6 7.7 18.3 0.0 Approach LOS A A B A Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:44.6 Natural Cycle:45 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.56 Intersection Signal Delay:8.5 Intersection LOS:A Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 2: 1 Greenough Blvd/Driveway&Arsenal St 102 J --1"04 125 s 1 06 08 125 s 1 995 s I Arsenal Mall 8/5/2016 2023 Build Saturday PM Synchro 8 Report S:1Jobs173191Synchro12016 Analysis\Saturday PM\rm2023bsatpm.syn Page 2 Queues 2: Greenough Blvd/Driveway & Arsenal St 8/10/2016 f 4 Lane Group F'BT WBT N8T SBT Lane Group Flow(vph) 1040 896 176 4 v/c Ratio 0.56 0.52 0.46 0.01 Control Delay 7.6 7.7 18.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 7.6 7.7 18.3 0.0 Queue Length 50th(ft) 69 61 33 0 Queue Length 95th(ft) 138 108 75 0 Internal Link Dist(ft) 487 222 363 98 Turn Bay Length(ft) Base Capacity(vph) 3346 3093 705 934 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.31 0.29 0.25 0.00 Intersection Summary Arsenal Mall 8/5/2016 2023 Build Saturday PM Synchro 8 Report S:1Jobs173191Synchro12016 Analysis\Saturday PM\rm2023bsatpm.syn Page 1 Arsenal Street at Arlington Street and Coolidge Avenue 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 7/20/2016 Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Lane Configurations Zi tT ti� *T r Volume(vph) 20 126 680 35 90 449 182 55 25 25 10 90 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length (ft) 25 25 25 Satd. Flow(prot) 0 1715 3383 0 1745 3192 0 0 0 0 1720 1561 Flt Permitted 0.950 0.950 0.456 Satd. Flow(perm) 0 1715 3383 0 1745 3192 0 0 0 0 817 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 11% 0% 3% 3% 11% 6% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 159 777 0 98 746 0 0 0 0 65 98 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 20.0 20.0 38.0 20.0 38.0 25.0 25.0 25.0 25.0 Total Split(%) 16.7% 16.7% 31.7% 16.7% 31.7% 20.8% 20.8% 20.8% 20.8% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None Min None Min None None None None Act Effct Green(s) 14.6 33.4 12.4 31.2 19.9 19.9 Actuated g/C Ratio 0.13 0.30 0.11 0.28 0.18 0.18 v/c Ratio 0.71 0.77 0.51 0.84 0.45 0.35 Control Delay 66.5 42.5 58.2 48.1 55.1 46.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.5 42.5 58.2 48.1 55.1 46.8 LOS E D E D E D Approach Delay 46.6 49.3 50.1 Approach LOS D D D Queue Length 50th(ft) 119 283 73 284 46 68 Queue Length 95th(ft) #212 372 127 362 94 122 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 250 1078 254 989 156 299 Arsenal Mall S:Uobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 7/20/2016 1 l 41 *J %4 .4s Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lan 4onfigurations 4 ly Volume(vph) 51 20 102 51 86 505 50 30 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length(ft) 25 25 Satd.Flow(prot) 0 1799 0 0 0 3286 0 0 Fit Permitted 0.911 0.958 Satd.Flow(perm) 0 1657 0 0 0 3286 0 0 Right Turn on Red No No Satd.Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 10% 0% 7% 9% 2% 1% 0% 22% Shared Lane Traffic(%) Lane Group Flow(vph) 0 243 0 0 0 729 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 25.0 25.0 37.0 37.0 Total Split(%) 20.8% 20.8% 30.8% 30.8% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 19.9 29.6 Actuated g/C Ratio 0.18 0.27 v/c Ratio 0.82 0.84 Control Delay 69.0 49.0 Queue Delay 0.0 0.0 Total Delay 69.0 49.0 LOS E D Approach Delay 69.0 49.0 Approach LOS E D Queue Length 50th(ft) 184 271 Queue Length 95th(ft) #322 345 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 317 988 Arsenal Mall S:1Jobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street &Arlington Street 7/20/2016 Lane Group EBL2 EBL EBT EBR WBL WST INBR WBR2 NBL2 NBL NBT NBR Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 064 0.72 0.39 0.75 0.42 0.33 Intersection Summary _ Area Type: Other Cycle Length:120 Actuated Cycle Length: 111.5 Natural Cycle:80 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.84 Intersection Signal Delay:50.0 Intersection LOS: D Intersection Capacity Utilization 80.7% ICU Level of Service D Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal Mall/Garage Driveway/Coolidge Street&Arsenal Street&Arlington Street I ­0102 I *3 I �o4 j IAA 1 U I 37S i U. 1 05 06 laa s Arsenal Mall S:1Jobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 7/20/2016 l *J Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.77 0.74 Intersection Summary Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy PM Peak 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 7/20/2016 Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Lane Configurations Zi 0 tT *T r Volume(vph) 45 96 626 35 95 545 247 20 40 35 20 110 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length (ft) 25 25 25 Satd. Flow(prot) 0 1721 3378 0 1745 3216 0 0 0 0 1724 1561 Flt Permitted 0.950 0.950 0.587 Satd.Flow(perm) 0 1721 3378 0 1745 3216 0 0 0 0 1052 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 11% 0% 3% 3% 11% 6% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 153 718 0 103 882 0 0 0 0 103 120 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 20.0 20.0 38.0 20.0 38.0 25.0 25.0 25.0 25.0 Total Split(%) 16.7% 16.7% 31.7% 16.7% 31.7% 20.8% 20.8% 20.8% 20.8% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None Min None Min None None None None Act Effct Green(s) 14.1 35.1 12.1 33.2 18.9 18.9 Actuated g/C Ratio 0.14 0.35 0.12 0.33 0.19 0.19 vlc Ratio 0.63 0.60 0.49 0.83 0.52 0.41 Control Delay 54.5 30.6 50.8 39.7 48.4 41.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.5 30.6 50.8 39.7 48.4 41.7 LOS D C D D D D Approach Delay 34.8 40.9 44.8 Approach LOS C D D Queue Length 50th(ft) 96 203 65 286 61 70 Queue Length 95th(ft) 172 300 121 #422 124 132 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 279 1214 282 1108 223 332 Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Wkdy PM Peak 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 7/20/2016 Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lan4onfigurations 4� )y Volume(vph) 76 15 66 20 20 237 35 35 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length (ft) 25 25 Satd. Flow(prot) 0 1824 0 0 0 3215 0 0 Flt Permitted 0.785 0.962 Satd. Flow(perm) 0 1463 0 0 0 3215 0 0 Right Turn on Red No No Satd. Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 10% 0% 7% 9% 2% 1% 0% 22% Shared Lane Traffic(%) Lane Group Flow(vph) 0 193 0 0 0 356 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 25.0 25.0 37.0 37.0 Total Split(%) 20.8% 20.8% 30.8% 30.8% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 18.9 17.5 Actuated g/C Ratio 0.19 0.18 v/c Ratio 0.70 0.63 Control Delay 53.5 44.4 Queue Delay 0.0 0.0 Total Delay 53.5 44.4 LOS D D Approach Delay 53.5 44.4 Approach LOS D D Queue Length 50th(ft) 119 115 Queue Length 95th(ft) #223 164 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 311 1075 Arsenal Project Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Wkdy PM Peak 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 7/20/2016 Lane Group EBL2 EBL EBT BBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.59 0.37 0.80 0.46 0.36 Intersection Summary " Area Type: Other Cycle Length: 120 Actuated Cycle Length:99.8 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.83 Intersection Signal Delay:40.6 Intersection LOS: D Intersection Capacity Utilization 71.2% ICU Level of Service C Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal Mall/Garage Driveway/Coolidge Street&Arsenal Street&Arlington Street �ai I --Pb2 I I t04 1202 1 TO Z { :37s 12,5s I F 120s I ! Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Wkdy PM Peak 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 7/20/2016 Lane Group SEL SBT SBR SER2 SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.62 0.33 Intersection Summary Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Saturday Midday Peak 3: Arsenal Mall/Garave Driveway/Coolidve Street & Arsenal Street & Arliton Street 8I2/2016 Lane Group EBL2 EBL EBT EBR WBL WBT WBR 'WBR2 NBL2 NBL ' NBT NBR Lane Configurations ti� Vi tl *1 rrt Volume(vph) 41 55 515 69 150 564 145 25 48 72 21 173 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length (ft) 25 25 25 Satd. Flow(prot) 0 1745 3427 0 1745 3335 0 0 0 0 1755 1561 Fit Permitted 0.950 0.950 0.626 Satd.Flow(perm) 0 1745 3427 0 1745 3335 0 0 0 0 1146 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.97 0.97 0.97 0.97 0.87 0.87 0.87 0.87 Heavy Vehicles(%) 0% 0% 0% 0% 0% 1% 1% 0% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 101 615 0 155 756 0 0 0 0 162 199 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 20.0 20.0 38.0 20.0 38.0 22.0 22.0 22.0 22.0 Total Split(%) 16.7% 16.7% 31.7% 16.7% 31.7% 18.3% 18.3% 18.3% 18.3% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None Min None Min None None None None Act Effct Green(s) 11.8 26.9 13.8 31.8 18.3 18.3 Actuated g/C Ratio 0.13 0.29 0.15 0.34 0.19 0.19 v/c Ratio 0.46 0.63 0.61 0.67 0.73 0.66 Control Delay 47.5 32.9 50.3 32.1 59.3 49.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.5 32.9 50.3 32.1 59.3 49.7 LOS D C D C E D Approach Delay 35.0 35.2 54.0 Approach LOS C D D Queue Length 50th (ft) 57 170 86 211 92 111 Queue Length 95th(ft) 118 247 173 317 #219 #233 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 301 1256 301 1228 222 303 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/2/2016 1 41 *J %-* 4 .*) Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lan 4onfigurations 4 W Volume(vph) 27 12 51 8 10 214 76 69 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length(ft) 25 25 Satd.Flow(prot) 0 1930 0 0 0 3256 0 0 Flt Permitted 0.883 0.971 Satd.Flow(perm) 0 1728 0 0 0 3256 0 0 Right Turn on Red No No Satd.Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.82 0.82 0.82 0.82 0.87 0.87 0.87 0.87 Heavy Vehicles(%) 4% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 120 0 0 0 423 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 22.0 22.0 40.0 40.0 Total Split(%) 18.3% 18.3% 33.3% 33.3% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 18.3 18.8 Actuated g/C Ratio 0.19 0.20 v/c Ratio 0.36 0.65 Control Delay 39.8 40.5 Queue Delay 0.0 0.0 Total Delay 39.8 40.5 LOS D D Approach Delay 39.8 40.5 Approach LOS D D Queue Length 50th(ft) 63 120 Queue Length 95th(ft) 121 179 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 335 1264 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/2/2016 3, -,* —* ­-* 4*-- V1— ',- 41 t /,N. Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.49 0.51 0.62 0.73 0.66 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:94.1 Natural Cycle:65 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.73 Intersection Signal Delay:38.9 Intersection LOS: D Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal MalliGarage Driveway/Coolidge Street&Arsenal Street&Arlington Street Oi �taz �, to-: I1-M s I U_a s I 9(7 s I U 22 s 1 05 I 06 1213 s I U 3S s I Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchr62016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/2/2016 Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.36 033 Intersection Summary Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 8/8/2016 Lane Group EBL2 EBL EBT EBR WBL W8T WBR WBR2 NBL2 NBL N8T N@R Lane Configurations 0 Vi tt +T r Volume(vph) 20 40 410 26 93 287 91 14 22 42 12 110 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length(ft) 25 25 25 Satd.Flow(prot) 0 1745 3426 0 1745 3326 0 0 0 0 1763 1531 Flt Permitted 0.950 0.950 0.769 Satd. Flow(perm) 0 1745 3426 0 1745 3326 0 0 0 0 1412 1531 Right Turn on Red No No No Satd.Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.82 0.82 0.82 0.82 0.89 0.89 0.89 0.89 0.79 0.79 0.79 0.79 Heavy Vehicles(%) 0% 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 2% Shared Lane Traffic(%) Lane Group Flow(vph) 0 73 532 0 104 440 0 0 0 0 96 139 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 20.0 20.0 38.0 20.0 38.0 22.0 22.0 22.0 22.0 Total Split(%) 16.7% 16.7% 31.7% 16.7% 31.7% 18.3% 18.3% 18.3% 18.3% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None Min None Min None None None None Act Effct Green(s) 10.0 22.8 11.3 24.0 13.3 13.3 Actuated g/C Ratio 0.14 0.31 0.16 0.33 0.18 0.18 v/c Ratio 0.31 0.50 0.39 0.40 0.37 0.50 Control Delay 35.7 24.8 35.4 22.6 33.7 36.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.7 24.8 35.4 22.6 33.7 36.2 LOS D C D C C D Approach Delay 26.1 25.0 35.2 Approach LOS C C D Queue Length 50th(ft) 30 106 43 83 39 57 Queue Length 95th(ft) 72 170 102 148 83 112 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 399 1666 399 1617 363 394 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/8/2016 Lane Group S@L SBT SBR SEL2 SEL SER SER2 Lan4onfigurations 4 )y Volume(vph) 24 11 25 8 112 50 31 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length (ft) 25 25 Satd.Flow(prot) 0 1841 0 0 3167 0 0 Flt Permitted 0.860 0.971 Satd. Flow(perm) 0 1616 0 0 3167 0 0 Right Turn on Red No Satd.Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.83 0.83 0.83 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 4% 18% 8% 13% 3% 2% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 72 0 0 219 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 22.0 22.0 40.0 40.0 Total Split(%) 18.3% 18.3% 33.3% 33.3% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 13.3 12.1 Actuated g/C Ratio 0.18 0.17 v/c Ratio 0.24 0.42 Control Delay 30.7 32.3 Queue Delay 0.0 0.0 Total Delay 30.7 32.3 LOS C C Approach Delay 30.7 32.3 Approach LOS C C Queue Length 50th(ft) 28 46 Queue Length 95th(ft) 68 93 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 416 1630 Arsenal Mall Synchro 8 Report VAI S:IJob03191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/8/2016 Lane Group EBL2 EBL EBT EBR WBL WBT IN8R WBR2 NBL2 NBL NBT NBR Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.18 0.32 026 0.27 026 0.35 Intersection Summary Area Type: Other Cycle Length:120 Actuated Cycle Length:72.8 Natural Cycle:60 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.50 Intersection Signal Delay:28.0 Intersection LOS:C Intersection Capacity Utilization 51.2% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 3:Arsenal MaNGarage DrivewaylCoolidge Street&Arsenal Street&Arlington Street ! --ft2 l *3 V U22e ! I 05 06 I'�s I Was 1 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/8/2016 Lane Group SBL SET SGR SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0,17 0.13 Intersection Summary Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2023 No-Build Weekday AM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street &Arlington Street 8/3/2016 Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Lane Configurations tT+ Vi 0 4 r Volume(vph) 21 145 827 35 90 649 256 70 25 25 10 90 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length (ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length(ft) 25 25 25 Satd. Flow(prot) 0 1715 3389 0 1745 3201 0 0 0 0 1720 1561 Flt Permitted 0.950 0.950 0.454 Satd. Flow(perm) 0 1715 3389 0 1745 3201 0 0 0 0 814 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 11% 0% 3% 3% 11% 6% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 181 937 0 98 1059 0 0 0 0 65 98 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 21.0 21.0 42.0 20.0 41.0 24.0 24.0 24.0 24.0 Total Split(%) 17.5% 17.5% 35.0% 16.7% 34.2% 20.0% 20.0% 20.0% 20.0% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green(s) 16.1 42.1 12.7 38.6 19.3 19.3 Actuated g/C Ratio 0.13 0.35 0.11 0.32 0.16 0.16 v/c Ratio 0.79 0.79 0.53 1.03 0.50 0.39 Control Delay 74.3 24.4 60.9 76.4 60.0 49.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 74.3 24.4 60.9 76.4 60.0 49.9 LOS E C E E E D Approach Delay 32.5 75.1 53.9 Approach LOS C E D Queue Length 50th (ft) 99 311 73 -480 46 68 Queue Length 95th(ft) #233 #450 127 #613 95 123 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 242 1187 232 1029 135 260 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191SynchroQ016 Analysis\No-Build(Mit Tim ings)\rrm2023bam.syn 2023 No-Build Weekday AM I Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street &Arlington Street 8/3/2016 Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lan4onfigurations +T+ )y Volume(vph) 57 20 113 16 92 567 50 32 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length (ft) 25 25 Satd. Flow(prot) 0 1813 0 0 0 3287 0 0 Flt Permitted 0.888 0.957 Satd. Flow(perm) 0 1632 0 0 0 3287 0 0 Right Turn on Red No No Satd. Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 10% 0% 7% 9% 2% 1% 0% 22% Shared Lane Traffic(%) Lane Group Flow(vph) 0 224 0 0 0 805 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 24.0 24.0 34.0 34.0 Total Split(%) 20.0% 20.0% 28.3% 28.3% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 19.3 30.0 Actuated g/C Ratio 0.16 0.25 v/c Ratio 0.85 0.98 Control Delay 77.8 72.0 Queue Delay 0.0 0.0 Total Delay 77.8 72.0 LOS E E Approach Delay 77.8 72.0 Approach LOS E E Queue Length 50th(ft) 170 320 Queue Length 95th(ft) #301 #452 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 272 821 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rrm2023bam.syn 2023 No-Build Weekday AM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/3/2016 31 __A -; it '+-- k- *-- 4 t IAO Lane Group EBL2 EBL EBT EBR WBL WBT VVBR VVBR2 N81_2 N8L NBT NBR Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.79 0.42 1.03 0.48 0.38 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset 39(33%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay:59.8 Intersection LOS:E Intersection Capacity Utilization 91.1% ICU Level of Service F Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal Mall/Garage Driveway/Coolidge Street&Arsenal Street&Arlington Street Iro1 IW--*o2(R) I to'; I Uz-= I � -__ i 1�•4�s I Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rrm2023bam.syn 2023 No-Build Weekday AM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street &Arlington Street 8/3/2016 Lane Group !; SBL SBT SSR SBR2 SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.82 0.98 Intersection Summary Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\No-Build(Mit Tim ings)1rrm2023bam.syn 2023 No-Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/24/2016 Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Lane Configurations 0 0 +1 r Volume(vph) 48 109 858 35 95 745 283 21 40 35 20 110 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length (ft) 25 25 25 Satd. Flow(prot) 0 1721 3389 0 1745 3234 0 0 0 0 1724 1561 Flt Permitted 0.950 0.950 0.541 Satd. Flow(perm) 0 1721 3389 0 1745 3234 0 0 0 0 969 1561 Right Turn on Red No No No Satd.Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 11% 0% 3% 3% 11% 6% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 170 971 0 103 1141 0 0 0 0 103 120 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 17.0 17.0 54.0 20.0 57.0 22.0 22.0 22.0 22.0 Total Split(%) 14.2% 14.2% 45.0% 16.7% 47.5% 18.3% 18.3% 18.3% 18.3% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green(s) 13.0 50.2 12.9 50.1 20.9 20.9 Actuated g/C Ratio 0.11 0.42 0.11 0.42 0.17 0.17 v/c Ratio 0.91 0.69 0.55 0.85 0.61 0.44 Control Delay 95.1 37.6 61.3 38.1 64.4 51.8 Queue Delay 0.0 0.0 0.0 2.3 0.0 0.0 Total Delay 95.1 37.6 61.3 40.4 64.4 51.8 LOS F D E D E D Approach Delay 46.2 42.1 57.6 Approach LOS D D E Queue Length 50th (ft) 140 242 76 399 77 87 Queue Length 95th(ft) #273 352 132 485 #165 150 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 186 1427 232 1428 168 271 Arsenal Mall Sychro 8 VAI S:Uobs173191SynchroQ016 Analysis\No-Build(Mit Timings)\rrm2023bpm.syn 2023 No-Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/24/2016 1* l V *J *-* `. "*,+ Lane Group S6L SBT SBR SBR2 SEL2 SEL SER SER2 Lan4anfigurations 4 )y Volume(vph) 91 15 81 21 21 325 35 37 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length (ft) 25 25 Satd.Flow(prot) 0 1823 0 0 0 3240 0 0 Flt Permitted 0.732 0.960 Satd.Flow(perm) 0 1363 0 0 0 3240 0 0 Right Turn on Red No No Satd. Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 10% 0% 7% 9% 2% 1% 0% 22% Shared Lane Traffic(%) Lane Group Flow(vph) 0 226 0 0 0 454 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 22.0 22.0 24.0 24.0 Total Split(%) 18.3% 18.3% 20.0% 20.0% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 20.9 20.0 Actuated g/C Ratio 0.17 0.17 v/c Ratio 0.96 0.84 Control Delay 98.8 63.2 Queue Delay 0.0 0.0 Total Delay 98.8 63.2 LOS F E Approach Delay 98.8 63.2 Approach LOS F E Queue Length 50th(ft) -200 175 Queue Length 95th(ft) #359 #258 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 236 552 Arsenal Mall Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bpm.syn 2023 No-Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/24/2016 Lane Group EBL2 EBL EDT EBR VV8L WBT WBR WBR2 NBL2, NBL NBT NBR Starvation Cap Reductn 0 0 0 168 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.91 0.68 0.44 0.91 0.61 0.44 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle: 80 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.96 Intersection Signal Delay:51.4 Intersection LOS:D Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal MallIGarage Driveway/Coolidge Street&Arsenal Street&Arlington Street 1209. I U 5.4^ 1 ]249 1 l 1:22 s I 05 1 06(R) �17s I U57s Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bpm.syn 2023 No-Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 8/24/2016 Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced We Ratio 0.96 0.82 fntemctlon Summary Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bpm.syn 2023 No-Build Saturday Midday 3: Arsenal Mall/Garage Drivewav/Coolidge Street & Arsenal Street & Arlington Street 8/24/2016 Lane Group E81_2 EBL EBT EBR w5L WBT WBR WBR2 NBL2 NBL NBT NBR Lane Configurations Zi 0. Vi 0. +T r Volume(vph) 44 61 723 69 150 827 171 29 48 72 21 173 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length(ft) 25 25 25 Satd. Flow(prot) 0 1745 3444 0 1745 3356 0 0 0 0 1755 1561 Flt Permitted 0.950 0.950 0.580 Satd. Flow(perm) 0 1745 3444 0 1745 3356 0 0 0 0 1062 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.97 0.97 0.97 0.97 0.87 0.87 0.87 0.87 Heavy Vehicles(%) 0% 0% 0% 0% 0% 1% 1% 0% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 110 834 0 155 1059 0 0 0 0 162 199 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 34.0 26.0 45.0 37.0 37.0 37.0 37.0 Total Split(%) 12.5% 12.5% 28.3% 21.7% 37.5% 30.8% 30.8% 30.8% 30.8% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green(s) 12.5 44.1 16.7 48.3 23.8 23.8 Actuated g/C Ratio 0.10 0.37 0.14 0.40 0.20 0.20 v/c Ratio 0.60 0.66 0.64 0.78 0.77 0.64 Control Delay 55.6 51.2 60.3 37.8 68.0 52.9 Queue Delay 0.0 0.0 0.0 0.6 0.0 0.0 Total Delay 55.6 51.2 60.3 38.4 68.0 52.9 LOS E D E D E D Approach Delay 51.7 41.2 59.7 Approach LOS D D E Queue Length 50th (ft) 82 342 115 381 119 142 Queue Length 95th(ft) #162 #481 178 #546 176 195 Internal Link Dist(ft) 326 487 376 Turn Bay Length (ft) 290 135 Base Capacity(vph) 187 1266 319 1351 292 429 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturday Midday 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/24/2016 �► V ►J % y N� Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lane(ConFgurations 4� )y Volume(vph) 30 12 58 9 11 263 76 74 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length(ft) 25 25 Satd.Flow(prot) 0 1926 0 0 0 3270 0 0 Flt Permitted 0.845 0.969 Satd.Flow(perm) 0 1650 0 0 0 3270 0 0 Right Turn on Red No No Satd.Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.82 0.82 0.82 0.82 0.87 0.87 0.87 0.87 Heavy Vehicles(%) 4% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic C/o) Lane Group Flow(vph) 0 134 0 0 0 487 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 37.0 37.0 23.0 23.0 Total Split(%) 30.8% 30.8% 19.2% 19.2% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 23.8 19.4 Actuated g/C Ratio 0.20 0.16 v/c Ratio 0.41 0.92 Control Delay 44.1 74.2 Queue Delay 0.0 0.0 Total Delay 44.1 74.2 LOS D E Approach Delay 44.1 74.2 Approach LOS D E Queue Length 50th(ft) 91 194 Queue Length 95th(ft) 124 #280 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 453 527 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturday Midday 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/24/2016 3, T Lane Group__ E131_2 EBL EBT EBR 1N8L WBT VVBR WBR2 NSL2 NBL NBT NBR Starvation Cap Reductn 0 0 0 75 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.59 0.66 0.49 0.83 0.55 0.46 Intersection Summary Area Type: Other Cycle Length: 120 Acival.W uycie Lengm: 'i zu Offset: 19(16%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle:75 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.92 Intersection Signal Delay:51.7 Intersection LOS:D Intersection Capacity Utilization 75.4% ICU Level of Service D Analysis Period(min)15 9bth percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal Mall/Garage DrivewaylCoolidge Street&Arsenal Street&Arlington Street A3 # 26s1 ILL4 s 1 :23s I 1,37s n5 116 ! 15s 45s Arsenal Mall Synchro 8 Report VAI S:Wobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturday Midday 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/24/2016 Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.30 0.92 Intersection Summary Arsenal Mall Synchro 8 Report VAI S:Wobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturay PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/8/2016 Lane Group EBL2 EBL E.BT EBR WBL WBT WBR WSR2 NBL2 NBL N8T N8R Lane Configurations tT� t�, +' r Volume(vph) 21 43 521 26 93 447 104 16 22 42 12 110 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length (ft) 25 25 25 Satd. Flow(prot) 0 1745 3433 0 1745 3352 0 0 0 0 1763 1531 Flt Permitted 0.950 0.950 0.683 Satd.Flow(perm) 0 1745 3433 0 1745 3352 0 0 0 0 1254 1531 Right Turn on Red No No No Satd.Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.82 0.82 0.82 0.82 0.89 0.89 0.89 0.89 0.79 0.79 0.79 0.79 Heavy Vehicles(%) 0% 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 2% Shared Lane Traffic(%) Lane Group Flow(vph) 0 78 667 0 104 637 0 0 0 0 96 139 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 19.0 19.0 45.0 19.0 45.0 27.0 27.0 27.0 27.0 Total Split(%) 15.8% 15.8% 37.5% 15.8% 37.5% 22.5% 22.5% 22.5% 22.5% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green(s) 11.7 57.5 13.4 61.5 17.2 17.2 Actuated g/C Ratio 0.10 0.48 0.11 0.51 0.14 0.14 v/c Ratio 0.46 0.41 0.53 0.37 0.54 0.63 Control Delay 58.2 28.6 59.7 21.2 57.5 60.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.2 28.6 59.7 21.2 57.5 60.6 LOS E C E C E E Approach Delay 31.7 26.6 59.3 Approach LOS C C E Queue Length 50th(ft) 58 217 77 157 70 103 Queue Length 95th(ft) 82 244 129 255 102 139 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 220 1643 228 1718 242 296 Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro12016 Anal ysis\Saturday PM\rrm2023nbsatpm.syn 2023 No-Build Saturay PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street &Arlington Street 8/8/2016 Lane Group SBL SBT SBR SEL2 SEL SER SER2 Lan4onfigurations )y Volume(vph) 26 11 27 9 143 50 33 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length(ft) 25 25 Satd. Flow(prot) 0 1839 0 0 3182 0 0 Fit Permitted 0.854 0.969 Satd. Flow(perm) 0 1603 0 0 3182 0 0 Right Turn on Red No Satd. Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.83 0.83 0.83 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 4% 18% 8% 13% 3% 2% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 77 0 0 255 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 27.0 27.0 29.0 29.0 Total Split(%) 22.5% 22.5% 24.2% 24.2% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 17.2 15.9 Actuated g/C Ratio 0.14 0.13 v/c Ratio 0.33 0.61 Control Delay 48.5 55.0 Queue Delay 0.0 0.0 Total Delay 48.5 55.0 LOS D E Approach Delay 48.5 55.0 Approach LOS D E Queue Length 50th (ft) 54 97 Queue Length 95th (ft) 87 136 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 310 662 Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\Saturday PMVrm2023nbsatpm.syn 2023 No-Build Saturay PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 8/8/2016 Lane Group E131_2 EBL EBT EBR VV8L WBT WBR WBR2 N61_2 NBL NBT NBR Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0-41 0.46 0.37 0.40 0.47 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.63 Intersection Signal Delay:36.6 Intersection LOS:D Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period(min)15 Splits and Phases: 3:Arsenal Ma111Garage DrivewaylCaolidge Street&Arsenal Street&Arlington Street 4r�, �--►02 I ,4. 1 T04 I:Ls s 1 J45 S :2.9 s 1 1273 1 l� 05 ! 06(R) 119 s 1 1 45 s Arsenal Mall Sychro 8 VAI S:1Jobs173191Synchro12016 AnalysislSaturday PM\rrm2023nbsatpm.syn 2023 No-Build Saturay PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street &Arlington Street 8/8/2016 Lane Croup SBL SBT SBR SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced We Ratio 0.25 0.39 Intersection Summary Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\Saturday PM\rrm2023nbsatpm.syn 2023 Build Weekday AM 3_Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street & Arlington Street 8/5/2016 Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBL2 NBL N_BT NBR Lane Configurations ,� tip ti� 4 r Volume(vph) 29 153 869 35 101 660 256 70 37 29 13 108 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 "1 , , ., Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length (ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length(ft) 25 25 25 Satd. Flow(prot) 0 1716 3389 0 1745 3201 0 0 0 0 1715 1561 Flt Permitted 0.950 0.950 0.402 Satd. Flow(perm) 0 1716 3389 0 1745 3201 0 0 0 0 718 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 11% 0% 3% 3% 11% 6% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 198 983 0 110 loll 0 0 0 0 86 117 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 21.0 z1.0 4L.0 20.0 41.0 24.0 24.0 24.0 24.0 Total Split(%) 17.5% 17.5% 35.0% 16.7% 34.2% 20.0% 20.0% 20.0% 20.0% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green(s) 16.5 41.3 13.3 38.1 19.4 19.4 Actuated g/C Ratio u.4 0.34 0.11 0.32 0.16 0.16 v/c Ratio 0.84 0.84 0.57 1.05 0.75 0.46 Control Delay 80.5 26.6 62.1 83.7 84.1 52.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.5 26.6 62.1 83.7 84.1 52.0 LOS F C E F F D Approach Delay 35.7 81.7 65.6 Approach LOS D F E Queue Length 50th(ft) 117 343 82 -490 64 83 Queue Length 95th(ft) #268 #510 140 #624 #150 144 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) Z46 116f 232 1016 119 260 Arsenal Mall Synchro 8 Report VAI S:IJobs173191SynchroQ016 Analysis\Build\rrm2023bam.syn 2023 Build Weekday AM I Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/5/2016 Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lan4onfigurations +T+ )y Volume(vph) 57 23 114 16 92 567 53 33 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length(ft) 25 25 Satd. Flow(prot) 0 1818 0 0 0 3290 0 0 Flt Permitted 0.869 0.958 Satd. Flow(perm) 0 1601 0 0 0 3290 0 0 Right Turn on Red No No Satd.Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 10% 0% 7% 9% 2% 1% 0% 22% Shared Lane Traffic(%) Lane Group Flow(vph) 0 228 0 0 0 810 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 24.0 24.0 34.0 34.0 Total Split(%) 20.0% 20.0% 28.3% 28.3% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 19.4 30.0 Actuated g/C Ratio 0.16 0.25 v/c Ratio 0.88 0.99 Control Delay 82.3 73.1 Queue Delay 0.0 0.0 Total Delay 82.3 73.1 LOS F E Approach Delay 82.3 73.1 Approach LOS F E Queue Length 50th (ft) 174 323 Queue Length 95th(ft) #314 #455 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 266 822 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bam.syn 2023 Build Weekday AM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/5/2016 3, T Lane Group EBL2 EBL EBT EBR WBL WBT WBR WBR2 N131-2 NBL NBT NBR Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.81 0.84 0.47 1.05 0.72 0.45 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:39(33%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle: 90 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay:63.8 Intersection LOS: E Intersection Capacity Utilization 92.6% ICU Level of Service F Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal MalllGarage DrivewaylCoolidge Street&Arsenal Street&Arlington Street f-�1 Ir—*b2OZ) 14 1 fa-4 120 s ! 1.42 s I 1.34s I U 114 s I �1 06 fR) Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build\rrm2023bam.syn 2023 Build Weekday AM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/5/2016 Lane Group 5131- SB7 SBR SBR2 SEL2 SEL SBR SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.86 0.99 Intersection Summary Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bam.syn 2023 Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/24/2016 Lane Group EBL2 EBL EST EBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Lane Configurations Zi ti +T *T r Volume(vph) 58 117 925 35 186 798 283 21 58 40 23 123 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length (ft) 25 25 25 Satd. Flow(prot) 0 1722 3393 0 1745 3244 0 0 0 0 1716 1561 Flt Permitted 0.950 0.950 0.483 Satd. Flow(perm) 0 1722 3393 0 1745 3244 0 0 0 0 862 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 2% 2% 11% 0% 3% 3% 11% 6% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 190 1043 0 202 1198 0 0 0 0 131 134 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 17.0 17.0 54.0 20.0 57.0 22.0 22.0 22.0 22.0 Total Split(%) 14.2% 14.2% 45.0% 16.7% 47.5% 18.3% 18.3% 18.3% 18.3% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green (s) 13.0 48.2 15.8 51.1 19.5 19.5 Actuated g/C Ratio 0.11 0.40 0.13 0.43 0.16 0.16 v/c Ratio 1.02 0.77 0.88 0.87 0.94 0.53 Control Delay 114.4 48.2 86.4 39.1 111.9 55.3 Queue Delay 0.0 0.0 0.0 4.8 0.0 0.0 Total Delay 114.4 48.2 86.4 44.0 111.9 55.3 LOS F D F D F E Approach Delay 58.4 50.1 83.3 Approach LOS E D F Queue Length 50th(ft) -159 369 156 423 -105 98 Queue Length 95th(ft) #301 462 #291 521 #236 166 Internal Link Dist(ft) 326 487 376 Turn Bay Length (ft) 290 135 Base Capacity(vph) 186 1413 232 1432 140 254 Arsenal Mall Sychro 8 VAI S:Uobs173191Synchro\Birmingham Parkway\rrm2023bpm-mit.syn 2023 Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/24/2016 Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lan4onfigurations 4 W Volume(vph) 91 26 89 21 21 325 48 51 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length(ft) 25 25 Satd. Flow(prot) 0 1832 0 0 0 3211 0 0 Flt Permitted 0.649 0.963 Satd. Flow(perm) 0 1213 0 0 0 3211 0 0 Right Turn on Red No No Satd. Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 10% 0% 7% 9% 2% 1% 0% 22% Shared Lane Traffic(%) Lane Group Flow(vph) 0 247 0 0 0 483 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 22.0 22.0 24.0 24.0 Total Split(%) 18.3% 18.3% 20.0% 20.0% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 19.5 20.4 Actuated g/C Ratio 0.16 0.17 v/c Ratio 1.25 0.88 Control Delay 191.8 67.8 Queue Delay 0.0 0.0 Total Delay 191.8 67.8 LOS F E Approach Delay 191.8 67.8 Approach LOS F E Queue Length 50th(ft) -252 191 Queue Length 95th(ft) #418 #287 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 197 546 Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro\Birmingham Parkwaftrm2023bpm-mit.syn 2023 Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street &Arlington Street 8/24/2016 -Y -A —0. --t *-- r- 'k- 4% 1 t 1* Lane Group E81_2 EBL EBT EBR WBL WBT 1NBR WBR2 NBL2 NBL NBT NBR Starvation Cap Reductn 0 0 0 176 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.02 0.74 0.87 0.95 0.94 0.53 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle: 90 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay:67.3 Intersection LOS:E Intersection Capacity Utilization 87.6% ICU Level of Service E Analysis Period(min)15 - Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal Mall/Garage Driveway/Coolidge Street&Arsenal Street&Arlington Street 05 ! 06(R) 117 s I Vvs Arsenal Mall Sychro 8 VAI S:Wobs173191SynchrolBirmingham Parkway\rrm2023bpm-mit.syn 2023 Build Weekday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 8/24/2016 NI. 1 4/ *J "-+ Lane Group SBL SBT SBR SBR2 SE1-2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 1.25 0.88 Intersection Summary Arsenal Mall Sychro 8 VAI S:1Jobs173191Synchro\Birmingham Parkway\rrm2023bpm-mit.syn 2023 Build Saturday Midday 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/24/2016 Lane Group EBL2 EBL EBT EBR WBL WST WBR WBR2 NBL2 NBL NBT NBR Lane Configurations tip ►� tT +T r Volume(vph) 56 69 795 69 229 871 171 29 67 77 24 187 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length(ft) 25 25 25 Satd. Flow(prot) 0 1745 3448 0 1745 3359 0 0 0 0 1754 1561 Flt Permitted 0.950 0.950 0.562 Satd. Flow(perm) 0 1745 3448 0 1745 3359 0 0 0 0 1028 1561 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.97 0.97 0.97 0.97 0.87 0.87 0.87 0.87 Heavy Vehicles(%) 0% 0% 0% 0% 0% 1% 1% 0% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 132 910 0 236 1104 0 0 0 0 194 215 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 15.0 15.0 34.0 26.0 45.0 37.0 37.0 37.0 37.0 Total Split(%) 12.5% 12.5% 28.3% 21.7% 37.5% 30.8% 30.8% 30.8% 30.8% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green(s) 12.6 37.8 20.4 45.6 27.0 27.0 Actuated g/C Ratio 0.10 0.32 0.17 0.38 0.22 0.22 v/c Ratio 0.72 0.84 0.80 0.87 0.84 0.61 Control Delay 65.1 56.7 67.6 44.1 73.1 48.6 Queue Delay 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay 65.1 56.7 67.6 44.1 73.1 48.6 LOS E E E D E D Approach Delay 57.8 48.3 60.2 Approach LOS E D E Queue Length 50th(ft) 85 388 173 438 142 148 Queue Length 95th(ft) #206 #550 #285 #584 214 211 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 183 1086 321 1275 282 429 Arsenal Mall Synchro 8 Report VAI S:Wobs173191Synchro12016 Analysis\Build\rrm2023bsat-mit.syn 2023 Build Saturday Midday I Arsenal Mall/Garage Drive way/Coolidge Street & Arsenal Street &Arlington Street 8/24/2016 i ►J ` -► i Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Lan4onfigurations c Volume(vph) 30 22 63 9 11 203 88 85 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length(ft) 25 25 Satd. Flow(prot) 0 1943 0 0 0 3235 0 0 Fit Permitted 0.840 0.973 Satd. Flow(perm) 0 1652 0 0 0 3235 0 0 Right Turn on Red No No Satd. Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.82 0.82 0.82 0.82 0.87 0.87 0.87 0.87 Heavy Vehicles(%) 4% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 152 0 0 0 445 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 37.0 37.0 23.0 23.0 Total Split(%) 30.8% 30.8% 19.2% 19.2% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 27.0 18.8 Actuated g/C Ratio 0.22 0.16 v/c Ratio 0.41 0.88 Control Delay 41.7 68.7 Queue Delay 0.0 0.0 Total Delay 41.7 68.7 LOS D E Approach Delay 41.7 68.7 Approach LOS D E Queue Length 50th (ft) 99 175 Queue Length 95th(ft) 140 #245 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 454 512 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build\rrm2023bsat-mit.syn 2023 Build Saturday Midday 3: Arsenal Mall/Garage Drivewav/Coolidge Street &Arsenal Street &Arlington Street 8/24/2016 Lane Group E131-2 EBL EBT EBR W8L WBT WBR WSR2 NBL2 NSL NBT NSR Starvation Cap Reductn 0 0 0 5 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.72 084 0.74 0.87 0.69 050 lntersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset 19(16°/u),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle:75 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.88 Intersection Signal Delay:55.0 Intersection LOS:E Intersection Capacity Utilization 78.2% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal Mall/Garage Driveway/Coolidge Street&Arsenal Street&Arlington Street i #r � I —11b2(K) I \':�._ f` to-4 126 s 1 934 s 1 7„ 1 LJ37 5 I U -1 p5 1155 1 V45s I Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bsat-mit.syn 2023 Build Saturday Midday 3: Arsenal Mail/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 8/24/2016 \P� l -V *J %-* **-+ Lane Group SBL SBT SBR SBR2 SEL2 SEL SER SER2 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.33 0.87 Intersection Summary Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bsat-mit.syn 2023 Build Saturday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street & Arsenal Street & Arlington Street 8/29/2016 Lane Group EBL2 ESL EBT EBR WBL WBT WBR WBR2 NBL2 NBL NBT NBR Lane Configurations tip 0 +T r* Volume(vph) 42 55 655 26 188 504 104 16 56 49 18 133 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 11 11 11 11 11 11 Storage Length(ft) 290 0 135 0 250 0 Storage Lanes 1 0 1 0 0 1 Taper Length(ft) 25 25 25 Satd. Flow(prot) 0 1745 3436 0 1745 3361 0 0 0 0 1761 1531 Fit Permitted 0.950 0.950 0.662 Satd.Flow(perm) 0 1745 3436 0 1745 3361 0 0 0 0 1216 1531 Right Turn on Red No No No Satd. Flow(RTOR) Link Speed(mph) 30 30 30 Link Distance(ft) 406 567 456 Travel Time(s) 9.2 12.9 10.4 Peak Hour Factor 0.82 0.82 0.82 0.82 0.89 0.89 0.89 0.89 0.79 0.79 0.79 0.79 Heavy Vehicles(%) 0% 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 2% Shared Lane Traffic(%) Lane Group Flow(vph) 0 118 831 0 211 701 0 0 0 0 156 168 Turn Type Prot Prot NA Prot NA Perm Perm NA Perm Protected Phases 5 5 2 1 6 4 Permitted Phases 4 4 4 Detector Phase 5 5 2 1 6 4 4 4 4 Switch Phase Minimum Initial(s) 6.0 6.0 20.0 6.0 20.0 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 25.0 11.0 25.0 11.0 11.0 11.0 11.0 Total Split(s) 19.0 19.0 45.0 19.0 45.0 27.0 27.0 27.0 27.0 Total Split(%) 15.8% 15.8% 37.5% 15.8% 37.5% 22.5% 22.5% 22.5% 22.5% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead Lag Lag Lag Lag Lag Lead-Lag Optimize? Recall Mode None None C-Min None C-Min None None None None Act Effct Green(s) 13.5 46.3 19.6 52.5 21.1 21.1 Actuated g/C Ratio 0.11 0.39 0.16 0.44 0.18 0.18 v/c Ratio 0.60 0.63 0.74 0.48 0.73 0.63 Control Delay 55.1 45.9 64.8 27.5 66.0 55.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.1 45.9 64.8 27.5 66.0 55.5 LOS E D E C E E Approach Delay 47.0 36.1 60.5 Approach LOS D D E Queue Length 50th (ft) 77 334 151 203 115 121 Queue Length 95th(ft) 136 367 #314 297 157 160 Internal Link Dist(ft) 326 487 376 Turn Bay Length(ft) 290 135 Base Capacity(vph) 222 1328 285 1469 246 309 Arsenal Mall Sychro 8 VAI S:1Jobs173191Synchro12016 AnalysislSaturday PM\rrm2023bsatpm.syn 2023 Build Saturday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 8/29/2016 110. 4 4-1 *--* \-. \+ .**s Lane Group SBL S8T SBR SEL2 SEL SER SER2 Lan4onfigurations 41 i )y Volume(vph) 26 21 27 9 143 63 47 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width(ft) 16 16 16 11 11 11 11 Storage Length(ft) 0 0 0 0 Storage Lanes 0 0 2 0 Taper Length (ft) 25 25 Satd.Flow(prot) 0 1838 0 0 3164 0 0 Fit Permitted 0.818 0.972 Satd.Flow(perm) 0 1529 0 0 3164 0 0 Right Turn on Red No Satd. Flow(RTOR) Link Speed(mph) 30 30 Link Distance(ft) 512 465 Travel Time(s) 11.6 10.6 Peak Hour Factor 0.83 0.83 0.83 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 4% 18% 8% 13% 3% 2% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 0 89 0 0 284 0 0 Turn Type D.Pm NA Prot Prot Protected Phases 3 3 Permitted Phases 4 4 Detector Phase 4 4 3 3 Switch Phase Minimum Initial(s) 6.0 6.0 6.0 6.0 Minimum Split(s) 11.0 11.0 11.0 11.0 Total Split(s) 27.0 27.0 29.0 29.0 Total Split(%) 22.5% 22.5% 24.2% 24.2% Yellow Time(s) 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 Lost Time Adjust(s) -1.0 -1.0 Total Lost Time(s) 4.0 4.0 Lead/Lag Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None Act Effct Green(s) 21.1 17.0 Actuated g/C Ratio 0.18 0.14 v/c Ratio 0.33 0.63 Control Delay 45.2 54.8 Queue Delay 0.0 0.0 Total Delay 45.2 54.8 LOS D D Approach Delay 45.2 54.8 Approach LOS D D Queue Length 50th(ft) 61 108 Queue Length 95th(ft) 97 148 Internal Link Dist(ft) 432 385 Turn Bay Length(ft) Base Capacity(vph) 309 659 Arsenal Mall Sychro 8 VAI S:\Jobs\7319\Synchro\2016 Analysis\Saturday PM\rrm2023bsatpm.syn 2023 Build Saturday PM 3: Arsenal Mall/Garage Driveway/Coolidge Street &Arsenal Street &Arlington Street 8/29/2016 31 -1, --* 'e- 4--- *--- k- 4 t l' Lane Groin EBL.2 EBL EBT EBR WSL WBT WBR WBR2 NBL2 N8L NBT N8R Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.53 0.63 0.74 0.48 0.63 0.54 Intersection Summary MIIIIW Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%), Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay:45.7 Intersection LOS:D Intersection Capacity Utilization 63.9% ICU Level of Service B Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3:Arsenal Mall/Garage Driveway/Coolidge Street&Arsenal Street&Arlington Street y 05 06(R) P45s i Arsenal Mall Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis\Saturday PM\rrm2023bsatpm.syn Arsenal Street at Elm Street 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 4: Arsenal Street & Elm Street 7/20/2016 .-A --*, 4--- 4" 1* 4/ Lane Group EGL EBT �%.'BT WBR SBL SBR Lane Configurations tt fl� Y Volume(vph) 25 825 535 65 30 40 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3483 0 1685 0 Flt Permitted 0.950 0.979 Satd.Flow(perm) 1711 3539 3483 0 1685 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 406 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 27 897 653 0 76 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 33.6% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall S:1Jobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak HCM 2010 TWSC 4: Arsenal Street & Elm Street 7/20/2016 Intersection Int Delay,s/veh 0.9 Mcvemeni EBL EBT V/BT VJBR SQL 5BR Vol,veh/h 25 825 535 65 30 40 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 Veh in Median Storage,# - 0 0 - 0 Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 27 897 582 71 33 43 Major/Mirror rvlajorl Major2 MinoF2 Conflicting Flow All 652 0 - 0 1120 326 Stage 1 - - - - 617 - Stage 2 - - - 503 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 930 - - 200 670 Stage 1 - - - 501 - Stage 2 - - 573 - Platoon blocked,% Mov Cap-1 Maneuver 930 194 670 Mov Cap-2 Maneuver - 194 - Stage 1 - 501 Stage 2 - 556 Approach EB WB SB HCM Control Delay,s 19.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 930 - 327 HCM Lane V/C Ratio 0.029 - 0.233 HCM Control Delay(s) 9 - 19.3 HCM Lane LOS A - C HCM 95th%tile Q(veh) 0 - 1 Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy PM Peak 4: Arsenal Street & Elm Street 7/20/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations tt ti� Y Volume(vph) 40 717 591 96 86 56 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3465 0 1713 0 At Permitted 0.950 0.971 Satd.Flow(perm) 1711 3539 3465 0 1713 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 406 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 43 779 746 0 154 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period(min) 15 Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Wkdy PM Peak 4: Arsenal Street & Elm Street 7/20/2016 Intersection Int Delay,s/veh 3.7 MIMMWd EEL EST VVBT WBR SEL SSR Vol,vehlh 40 717 591 96 86 56 Conflicting Peds,#1hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 Veh in Median Storage,# - 0 0 0 - Grade,% - 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 43 779 642 104 93 61 MajorlMinor Majorl Major2 Minor2 Conflicting Flow All 747 0 0 1172 373 Stage 1 - - 695 - Stage 2 - - 477 - Critical Hdwy 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - 5.84 - Critical Hdwy Stg 2 - 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 857 185 624 Stage 1 - 456 - Stage 2 - 590 - Platoon blocked,% Mov Cap-1 Maneuver 857 - 176 624 Mov Cap-2 Maneuver - 176 - Stage 1 456 Stage 2 660 Approach EB WB SB HCM Control Delay,s 41.4 HCM LOS E Minor Lane/Major Mvmt EBL EST WET WBR SBLn1 Capacity(veh/h) 857 246 HCM Lane V/C Ratio 0.051 0.627 HCM Control Delay(s) 9.4 41.4 HCM Lane LOS A E HCM 95th%tile Q(veh) 0 4 Arsenal Project Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Saturday Midday Peak 4: Arsenal Street & Elm Street 8/2/2016 --a. -*-- ,a. 4/ Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Vi tt tT-11 "If° Volume(vph) 66 558 582 150 122 93 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3429 0 1706 0 Flt Permitted 0.950 0.972 Satd.Flow(perm) 1711 3539 3429 0 1706 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 406 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.92 0.92 0,92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 72 607 796 0 234 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 47.0% ICU Level of Service A Analysis Period(min)15 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 4: Arsenal Street & Elm Street 8/2/2016 Intersection Int Delay,s/veh 2.5 Movement EBL EBT WBT WBR S8L SBR Vol,veh/h 66 558 582 150 122 93 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage,# 0 0 0 Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 72 607 633 163 133 101 Major/Minor Majorl Malor2 Minor2 Conflicting Flow All 796 0 - 0 1161 398 Stage 1 - - - 714 - Stage 2 - - - 447 - Critical Hdwy 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - 5.84 - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 3.32 Pot Cap-1 Maneuver 822 - - 188 601 Stage 1 - 446 - Stage 2 611 - Platoon blocked,% Mov Cap-1 Maneuver 822 172 601 Mov Cap-2 Maneuver 446 - Stage 1 446 - Stage 2 557 Approach EB WB SB HCM Control Delay,s 18.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 822 502 HCM Lane V/C Ratio 0-087 0.466 HCM Control Delay(s) 9.8 18.3 HCM Lane LOS A C HCM 95th%tile Q(veh) 0 2 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191SynchroQ016 Analysis12016xsat.syn 2016 Existing Saturday PM 4: Arsenal Street & Elm Street 8/8/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Vi ++ +T Y Volume(vph) 32 417 303 62 79 41 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3574 3459 0 1755 0 Flt Permitted 0.950 0.968 Satd. Flow(perm) 1745 3574 3459 0 1755 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 406 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.86 0.86 0.80 0.80 0.70 0.70 Heavy Vehicles(%) 0% 1% 2% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 37 485 457 0 172 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.6% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 4: Arsenal Street & Elm Street 8/8/2016 Intersection Int Delay,s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Vol,veh/h 32 417 303 62 79 41 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - 0 Veh in Median Storage,# - 0 0 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 86 86 80 80 70 70 Heavy Vehicles,% 0 1 2 0 0 0 Mvmt Flow 37 485 379 78 113 59 Major/Minor Major1 Major2 Minor2 AR Conflicting Flow All 456 0 0 735 228 Stage 1 - - - 418 - Stage 2 - 317 - Critical Hdwy 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 Critical Hdwy Stg 2 - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 1115 359 781 Stage 1 - 638 - Stage 2 - - 717 - Platoon blocked,% - - Mov Cap-1 Maneuver 1115 - 347 781 Mov Cap-2 Maneuver - 638 - Stage 1 - 638 Stage 2 - 693 Approach EB WB SB HCM Control Delay,s 12.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT VVBT WBR SBLn1 Capacity(veh/h) 1115 681 HCM Lane V/C Ratio 0.033 0.252 HCM Control Delay(s) 8.3 12.1 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0 1 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2023 No- Build Weekday AM Peak 4: Arsenal Street & Elm Street 8/2/2016 'A --,, 4,- 1,* -V Lane Group EBL EBT W8T WBR SBL SBR Lane Configurations tt tT. Y Volume(vph) 59 979 715 84 49 56 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3483 0 1689 0 Flt Permitted 0.950 0.977 Satd. Flow(perm) 1711 3539 3483 0 1689 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 406 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 64 1064 868 0 114 0 Sign Control Free Free Stop Intersection Summary. Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 41.9% ICU Level of Service A Analysis Period(min)15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\No-Build12023bam.syn 2023 No- Build Weekday AM Peak 4: Arsenal Street & Elm Street 8/2/2016 Intersection Int Delay,s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Vol,veh/h 59 979 715 84 49 56 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# - 0 0 0 Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 64 1064 777 91 53 61 MajorlMinor Majorl Maior2 Mincr2 Conflicting Flow All 868 0 0 1483 434 Stage 1 - - - 823 - Stage 2 - - 660 - Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 772 116 570 Stage 1 - 392 - Stage 2 - 476 - Platoon blocked,% Mov Cap-1 Maneuver 772 106 570 Mov Cap-2 Maneuver - 106 - Stage 1 392 Stage 2 - 437 Approach EB WB SB HCM Control Delay,s 505 HCM LOS F Minor LanelMajor Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 772 187 HCM Lane V/C Ratio 0.083 0.61 HCM Control Delay(s) 10.1 - 50.5 HCM Lane LOS B F HCM 95th%tile Q(veh) 0 3 Arsenal Mall Synchro 8 Report VAI S:Wobs173191Synchro12016 AnalysislNo-BuildQ023bam.syn 2023 No-Build Weekday PM Peak 4: Arsenal Street & Elm Street 8/2/2016 .,# 4-- 4 Lane Group EBL FBT WBT WBR SBL SBR Lane Configurations Vi tt ti� Y Volume(vph) 72 935 770 116 115 77 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3468 0 1711 0 At Permitted 0.950 0.971 Satd.Flow(perm) 1711 3539 3468 0 1711 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 406 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 78 1016 963 0 209 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 50.1% ICU Level of Service A Analysis Period(min)15 Arsenal Street Sychro 8 VAI S:IJobs173191SynchroQ016 Analysis\No-Build12023bpm.syn 2023 No-Build Weekday PM Peak 4: Arsenal Street & Elm Street 8/2/2016 Intersection Int Delay,s/veh 30.6 Movement ESL EST WBT WBR SBL SBR Vol,veh/h 72 935 770 116 115 77 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - 0 - Veh in Median Storage,# - 0 0 0 Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 78 1016 837 126 125 84 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 963 0 0 1565 482 Stage 1 - - 900 - Stage 2 - - 665 - Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 711 —102 530 Stage 1 - - 357 - Stage 2 - - 473 - Platoon blocked,% Mov Cap-1 Maneuver 711 - - _91 530 Mov Cap-2 Maneuver - -91 - Stage 1 357 Stage 2 421 Approach ES W8 SIB HCM Control Delay,s $332.7 HCM LOS F Minor Lane/Major Mvmt EBL EST WBT WBR SBLnl Capacity(veh/h) 711 136 HCM Lane V/C Ratio 0.11 1.535 HCM Control Delay(s) 10.7 $332.7 HCM Lane LOS B F HCM 95th%tile Q(veh) 0 14 Notes -:Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *:All major volume in platoon Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 AnalysislNo-Build12023bpm.syn 2023 No-Build Saturday Midday 4: Arsenal Street & Elm Street 8/3/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Vi ++ 0 Y Volume(vph) 112 742 796 178 155 117 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Satd.Flow(prot) 1711 3539 3444 0 1706 0 Flt Permitted 0.950 0.972 Satd.Flow(perm) 1711 3539 3444 0 1706 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 406 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 122 807 1058 0 295 0 Sign Control Free Free Stop Intersection Summary jW Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 59.6% ICU Level of Service B Analysis Period(min)15 Arsenal Mall Synchro 8 Report VAI S:Uobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturday Midday 4: Arsenal Street & Elm Street 8/3/2016 Intersectton Int Delay,s/veh 94.7 Movement EBL EBT WBT 'NBR SK SPQR Vol,veh/h 112 742 796 178 1155 117 Conflicting Peds,Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - - - 0 Veh in Median Storage,# 0 0 0 - Grade,% - 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 122 807 865 193 168 127 MajorA&UT .MK Major1 Mao Wnor2 Conflicting Flow All 1059 0 - 0 1609 529 Stage 1 - - - 962 - Stage 2 - - 647 - Critical Hdwy 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - 5.84 Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 3.32 Pot Cap-1 Maneuver 653 —95 494 Stage 1 - 331 - Stage 2 - 483 - Platoon blocked,% Mov Cap-1 Maneuver 653 --77 494 Mov Cap-2 Maneuver - —77 - Stage 1 331 Stage 2 393 Approach EB WB SB HCM Control Delay,s $731.3 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT VVBR SBLn1 Capacity(veh/h) 653 121 HCM'Lane V/C Ratio 0.186 2.443 HCM Control Delay(s) 11.8 $731.3 HCM Lane LOS B F HCM 95th%tile Q(veh) 1 - - 26 (Votes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturday PM Peak 4: Arsenal Street & Elm Street 8/8/2016 'A __*� A--- Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations ++ fly Y Volume(vph) 63 526 450 79 85 61 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3574 3472 0 1743 0 At Permitted 0.950 0.972 Satd.Flow(perm) 1745 3574 3472 0 1743 0 Link Speed(mph) 30 30 30 Link Distance(ft) 924- 1578 287 Travel Time(s) 21.0 35.9 6.5 Peak Hour Factor 0.86 0.86 0.80 0.80 0.70 0.70 Heavy Vehicles(%) 0% 1% 2% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 73 612 661 0 208 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.9% ICU Level of Service A Analysis Period(min) 15 Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis\Saturday PM12023nbsatpm.syn 2023 No-Build Saturday PM Peak 4: Arsenal Street & Elm Street 8/8/2016 Intersection Int Delay,s/veh 2 Movement EBL EBT WBT 1NBR SBL SBR Vol,veh/h 63 526 450 79 85 61 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 86 86 80 80 70 70 Heavy Vehicles,% 0 1 2 0 0 0 Mvmt Flow 73 612 562 99 121 87 Major/Minor Majorl Ma*2 Minor2 Conflicting Flow All 66.1 0 - 0 1064 331 Stage 1 - - - 612 - Stage 2 - - - 452 - Critical Hdwy 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 - Critical Hdwy Stg 2 - - 5.8 - FoHow-up Hdwy 2.2 3.5 313 Pot Cap-1 Maneuver 937 - - - 221 671 Stage 1 - - - 509 - Stage 2 - - - - 614 - Platoon blocked,%Q - - Mov Cap-1 Maneuver 937 - 204 671 Mov Cap-2 Maneuver - - - 509 - Stage 1 - - - 509 - Stage 2 - 566 - Approach ES WB $B HCM Control Delay,s 15 HCM LOS C Minor LanelMajor Mvmt EBL EBT WBT WBR SBLnl Capacity(veh/h) 937 566 HCM Lane V/C Ratio 0.078 0.369 HCM Control Delay(s) 9.2 15 HCM Lane LOS A - C HCM 95th%tile Q(veh) 0 2 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 AnalysislSaturday PM12023nbsatpm.syn 2023 \Build Saturday PM Peak 4: Arsenal Street & Elm Street 8/8/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Vi tt ti� Y Volume(vph) 70 693 563 79 85 67 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3574 3484 0 1738 0 Fit Permitted 0.950 0.973 Satd.Flow(perm) 1745 3574 3484 0 1738 0 Link Speed(mph) 30 30 30 Link Distance(ft) 924 1578 287 Travel Time(s) 21.0 35.9 6.5 Peak Hour Factor 0.86 0.86 0.80 0.80 0.70 0.70 Heavy Vehicles(%) 0% 1% 2% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 81 806 803 0 217 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.8% ICU Level of Service A Analysis Period(min) 15 Arsenal Street Sychro 8 VAI S:Uobs\7319\Synchro\2016 Analysis\Saturday PM\2023bsatpm.syn 2023 \Build Saturday PM Peak 4: Arsenal Street & Elm Street 8/8/2016 Intersection Int Delay,s/veh 2 Movement EBL EBT WBT WBR SBL SBR Vol,veh/h 70 693 563 79 85 67 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - 0 Veh in Median Storage,# - 0 0 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 86 86 80 80 70 70 Heavy Vehicles,% 0 1 2 0 0 0 Mvmt Flow 81 806 704 99 121 96 MajorUnor Majorl Major2 Minor2 Conflicting Flow All 803 0 0 1319 401 Stage 1 - - - 753 - Stage 2 - 566 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 830 - - 151 604 Stage 1 - - 431 Stage 2 - - 537 - Platoon blocked,% - Mov Cap-1 Maneuver 830 - 136 604 Mov Cap-2 Maneuver - 431 - Stage 1 - 431 - Stage 2 - 485 - Approach E8 WB SB ' HCM Control Delay,s 17.9 HCM LOS C. Minor Lane/Major Mvmt EBL EBT WBT WBR SBI_n1 Capacity(veh/h) 830 493 HCM Lane V/C Ratio 0.098 0.44 HCM Control Delay(s) 9.8 - 17.9 HCM Lane LOS A - C HCM 95th°/stile Q(veh) 0 - 2 Arsenal Street Sychro 8 VAI S:\Jobs\7319\Synchro\2016 Analysis\Saturday PM\2023bsatpm.syn 2023 Build Weekday AM Peak 4: Arsenal Street & Elm Street 8/5/2016 --.1, 4--- 4" 1-0� 4/ Lane Group EBL EBT WBT WBR SBL SSR Lane Configurations Vi ++ ti� Y Volume(vph) 63 1037 738 84 49 56 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3486 0 1689 0 Flt Permitted 0.950 0.977 Satd.Flow(perm) 1711 3539 3486 0 1689 0 Link Speed(mph) 30 30 30 Link Distance(ft) 924 1578 287 Travel Time(s) 21.0 35.9 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 68 1127 893 0 114 0 Sign Control Free Free Stop Intersection Summary .- Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 42.7% ICU Level of Service A Analysis Period(min)15 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build12023bam.syn 2023 Build Weekday AM Peak 4: Arsenal Street & Elm Street 8/5/2016 Intersection Int Delay,s/veh 3.1 Movement EBL EBT W8T WBR SBL SBR Vol,veh/h 63 1037 738 84 49 56 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 68 1127 802 91 53 61 Major/Minor AK Majorl Major2 Minor2 Conflicting Flow All 893 0 0 1549 447 Stage 1 - - - 848 Stage 2 - 701 - Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 - 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 755 105 559 Stage 1 - - 380 - Stage 2 - - 453 - Platoon blocked,% - Mov Cap-1 Maneuver 755 96 559 Mov Cap-2 Maneuver - 96 - Stage 1 - 380 Stage 2 412 Approach EB WB SB HCM Control Delay,s 59.7 HCM LOS F Minor Lane/Major Mvmt EBL EBT W8T WBR SBLnl Capacity(veh/h) 755 172 HCM Lane V/C Ratio 0-091 0.664 HCM Control Delay(s) 10.2 59.7 HCM Lane LOS B F HCM 95th%tile Q(veh) 0 4 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuild12023bam.syn 2023 Build Weekday PM Peak 4: Arsenal Street & Elm Street 8/5/2016 1# --4w �+-- 4 Lane Group ESL EBT WST WBR SBL SBR Lane Configurations f t ti� Y Volume(vph) 75 1020 863 116 115 84 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3476 0 1707 0 Flt Permitted 0.950 0.972 Satd.Flow(perm) 1711 3539 3476 0 1707 0 Link Speed(mph) 30 30 30 Link Distance(ft) 924 1578 287 Travel Time(s) 21.0 35.9 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 82 1109 1064 0 216 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type:Unsignafzed Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period(min)15 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\Build12023bpm.syn 2023 Build Weekday PM Peak 4: Arsenal Street & Elm Street 8/5/2016 Intersection Int Delay,s/veh 45.8 Movement EBL EBT W6T WBR SBL SSR Vol,veh/h 75 1020 863 116 115 84 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length 150 - - 0 - Veh in Median Storage,# - 0 0 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 82 1109 938 126 125 91 Maiarlvmcr Major 1 MaIoQ Minor2 Conflicting Flow All 1064 0 0 1718 532 Stage 1 - - - 1001 - Stage 2 - - - 717 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 3.32 Pot Cap-1 Maneuver 651 - —81 492 Stage 1 - - 316 - Stage 2 - - - 445 - Platoon blocked,% - Mov Cap-1 Maneuver 651 - —71 492 Mov Cap-2 Maneuver - - —71 - Stage 1 - 316 - Stage 2 - 389 - Approach EB WB SB HCM Control Delay,s $522.9 HCM LOS F Minor Lane/Major Mvmt E8L EBT WBT WBR S8Ln1 Capacity(veh/h) 651 - - 111 HCM Lane V/C Ratio 0.125 - - 1.949 HCM Control Delay(s) 11.3 - - $522.9 HCM Lane LOS B - F HCM 95th°/stile Q(veh) 0 - 18 Notes -:Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined :All major volume in platoon Arsenal Street Sychro 8 VAI S:Wobs\7319\Synchro\2016 Analysis\Build\2023bpm.syn 2023 Build Saturday Midday 4: Arsenal Street & Elm Street 8/5/2016 --0. 4--- 4., Iv. Lane Group FBL EBT WBT WBR S8L SBR Lane Configurations I t? 0 Y Volume(vph) 116 834 876 178 155 122 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 12 12 12 12 12 Storage Length(ft) 150 0 0 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Satd.Flow(prot) 1711 3539 3451 0 1704 0 Flt Permitted 0.950 0.973 Satd.Flow(perm) 1711 3539 3451 0 1704 0 Link Speed(mph) 30 30 30 Link Distance(ft) 687 40.6 287 Travel Time(s) 15.6 9.2 6.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic(%) Lane Group Flow(vph) 126 907 1145 0 30.1 0 Sign Control Free Free Stop Intersection Summary_ Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period(min)15 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bsat.syn 2023 Build Saturday Midday 4: Arsenal Street & Elm Street 8/9/2016 Intersection Int Delay,s/veh 126.4 Movement EBL EBT WBT WBR SBL SSR Vol,veh/h 116 834 876 178 155 122 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 Veh in Median Storage,# - 0 0 - 0 Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 126 907 952 193 168 133 Ma)c-minor klaIorl M002 M1nor2 Conflicting Flow All 1146 0 - 0 1764 573 Stage 1 - - - - 1049 - Stage 2 - - - - 705 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - 5.84 - Critical Hdwy Stg 2 - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 605 --76 463 Stage 1 - 298 - Stage 2 - 451 - Platoon blocked,% Mov Cap-1 Maneuver 605 —60 463 Mov Cap-2 Maneuver - —60 - Stage 1 298 Stage 2 - 367 Approach EB WB SB HCM Control Delay,s $1040.8 HCM LOS F Minor Lane/Major Mvmt EBL EST WBT WBR SBLni Capacity(veh/h) 605 - 97 HCM Lane V!C Ratio 0.208 - 3.104 HCM Control Delay(s) 12.5 $1040.8 HCM Lane LOS B - F HCM 95th°/stile Q(veh) 1 - 29 Notes -:Volume exceeds capacity $:Delay exceeds 300s +: Computation Not Defined *:All major volume in platoon Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build\rrm2023bsat.syn Arsenal Street at the Watertown Mall Driveway 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 5: Arsenal Street & Watertown Mall Drive 7/20/2016 ..'* --,, -*- *-, 1* 4/ Lane Group EBL EBT WBT WBR SBL SBR e3 Lane Configurations Vi tt tt rrt ►� r Volume(vph) 35 859 525 55 0 30 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length (ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Satd. Flow(prot) 1745 3421 3471 1615 1900 1615 Fit Permitted 0.950 Satd. Flow(perm) 1745 3421 3471 1615 1900 1615 Right Turn on Red Yes Yes Satd. Flow(RTOR) 60 549 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63 Heavy Vehicles(%) 0% 2% 4% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 38 934 571 60 0 48 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min None None None None None Act Effct Green(s) 8.0 55.3 41.4 41.4 7.1 Actuated g/C Ratio 0.13 0.87 0.65 0.65 0.11 v/c Ratio 0.17 0.31 0.25 0.06 0.07 Control Delay 28.6 1.9 5.9 2.1 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 28.6 2.0 5.9 2.1 0.2 LOS C A A A A Approach Delay 3.0 5.6 Approach LOS A A Queue Length 50th (ft) 15 42 52 0 0 Queue Length 95th(ft) 40 58 81 13 0 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 415 3341 2588 1219 971 Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 5: Arsenal Street & Watertown Mall Drive 7/20/2016 Lane Group EBL BBT W8T WBR SBL SBR e3 Starvation Cap Reductn 0 395 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.09 0.32 0.22 0.05 0.05 Intersection Summary Im Area Type: Other Cycle Length: 120 Actuated Cycle Length:63.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.31 Intersection Signal Delay:3.9 Intersection LOS:A Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 5:Arsenal Street&Watertown Mall Drive f � f kk3 �.Z9s 05 06 Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy PM Peak 5: Arsenal Street & Watertown Mall Drive 7/20/2016 _-0. *-- 4-, 41 Lane Group EBL EBT WBT WBR SBL SBR o3 Lane Configurations Rt ++ r Vi r Volume(vph) 135 667 555 90 90 155 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3471 1615 1805 1615 Flt Permitted 0.950 0.950 Satd.Flow(perm) 1745 3421 3471 1615 1805 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 98 246 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63 Heavy Vehicles(%) 0% 2% 4% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 147 725 603 98 143 246 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min None None None None None Act Effct Green(s) 12.7 57.9 41.2 41.2 12.5 12.5 Actuated g/C Ratio 0.16 0.74 0.53 0.53 0.16 0.16 v/c Ratio 0.52 0.29 0.33 0.11 0.50 0.53 Control Delay 37.8 4.0 12.1 3.1 36.7 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.8 4.0 12.1 3.1 36.7 8.8 LOS D A B A D A Approach Delay 9.7 10.8 19.1 Approach LOS A B B Queue Length 50th(ft) 67 48 85 0 65 0 Queue Length 95th(ft) 129 85 138 24 81 7 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 335 2890 2088 1010 577 684 Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 Anal ysis12016expm.syn 2016 Existing Wkdy PM Peak 5: Arsenal Street & Watertown Mall Drive 7/20/2016 Lane Group EBL EBT WBT WBR SBL SBR o3 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.25 0.29 0.10 0.25 036 Intersection Summary I Area Type: Other Cycle Length: 120 Actuated Cycle Length:78.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.53 Intersection Signal Delay: 12.0 Intersection LOS: B Intersection Capacity Utilization 55.8% ICU Level of Service B Analysis Period(min) 15 Spins and Phases: 5:Arsenal Street&Watertown Mall Drive �- pZ k � ,,, 170 f .215 I 29 s fa— 05 06 Ii9s I U51s l Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Saturday Midday Peak 5: Arsenal Street & Watertown Mall Drive 8/2/2016 Lane Group EBT WBT WBR SBL SBR o3 Lane Configurations tt tt r r Volume(vph) 199 490 533 142 134 204 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3455 3574 1615 1805 1615 Fit Permitted 0.950 0.950 Satd. Flow(perm) 1745 3455 3574 1615 1805 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 149 232 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.96 0.96 0.95 0.95 0.88 0.88 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 207 510 561 149 152 232 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min None None None None None Act Effct Green(s) 15.0 60.1 41.1 41.1 13.0 13.0 Actuated g/C Ratio 0.18 0.74 0.51 0.51 0.16 0.16 v/c Ratio 0.64 0.20 0.31 0.17 0.52 0.51 Control Delay 41.8 3.7 12.7 2.7 37.9 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.8 3.7 12.7 2.7 37.9 8.7 LOS D A B A D A Approach Delay 14.7 10.6 20.3 Approach LOS B B C Queue Length 50th(ft) 98 33 82 0 72 0 Queue Length 95th(ft) #194 59 129 29 125 54 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 323 2815 2073 999 557 658 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 5: Arsenal Street & Watertown Mall Drive 8/2/2016 --.1' 4 Lane Group BBL EBT WBT WBR SBL SBR o3 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.64 0.18 0.27 0.15 0.27 0.35 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length:81.1 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.64 Intersection Signal Delay: 14.3 Intersection LOS:B Intersection Capacity Utilization 61.8% ICU Level of Service B Analysis Period(min) 15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive f --002 I *3 +4 70 s i :21.s 05 f 06 14s 1 (1s1 s i Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday PM 5: Arsenal Street & Watertown Mall Drive 8/812016 --,, *-- 4-, 1* Lane Group EBL EBT WBT WBR SBL SBR o3 Lane Configurations tt tt r r Volume(vph) 82 367 259 85 82 144 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3539 1615 1805 1615 Flt Permitted 0.950 0.950 Satd. Flow(perm) 1745 3421 3539 1615 1805 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 104 173 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.83 0.83 0.82 0.82 0.83 0.83 Heavy Vehicles(%) 0% 2% 2% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 99 442 316 104 99 173 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min None None None None None Act Effct Green(s) 10.6 55.8 41.2 41.2 10.5 10.5 Actuated g/C Ratio 0.14 0.75 0.55 0.55 0.14 0.14 v/c Ratio 0.40 0.17 0.16 0.11 0.39 0.46 Control Delay 34.4 3.0 9.2 2.6 34.2 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.4 3.0 9.2 2.6 34.2 9.5 LOS C A A A C A Approach Delay 8.7 7.5 18.5 Approach LOS A A B Queue Length 50th(ft) 42 23 34 0 42 0 Queue Length 95th(ft) 81 38 59 18 82 41 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 353 3050 2246 1063 609 659 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2016 Existing Saturday PM 5: Arsenal Street & Watertown Mall Drive 8/8/2016 Lane Group EBL EBT WBT WBR SBL SBR 03 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.28 0.14 0.14 0.10 0.16 0.26 Intersection Summary Area Type: Other Cycle Length:120 Actuated Cycle Length:74.3 Natural Cycle:90 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.46 Intersection Signal Delay: 10.5 Intersection LOS:B Intersection Capacity Utilization 53.3% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 5:Arsenal Street&Watertown Mall Drive �2 1 *L3 40 4 J%U S l 1-21 5 I ?,�S I 05 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\Existing 2023 Saturday PM.syn 2023 No-Build Weekday AM 5: Arsenal Street & Watertown Mall Drive 8/5/2016 Lane Group EBL EBT WBT WBR SBL SBR w3 Lane Configurations tt tt r r Volume(vph) 35 1038 714 55 0 30 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length (ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3471 1615 1900 1615 Flt Permitted 0.950 Satd. Flow(perm) 1745 3421 3471 1615 1900 1615 Right Turn on Red Yes Yes Satd. Flow(RTOR) 60 501 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63 Heavy Vehicles(%) 0% 2% 4% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 38 1128 776 60 0 48 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min C-Max C-Max None None None Act Effct Green(s) 9.2 108.0 94.0 94.0 7.0 Actuated g/C Ratio 0.08 0.90 0.78 0.78 0.06 v/c Ratio 0.29 0.37 0.29 0.05 0.08 Control Delay 71.6 0.3 14.2 6.7 0.3 Queue Delay 0.0 0.1 0.0 0.0 0.0 Total Delay 71.6 0.4 14.2 6.7 0.3 LOS E A B A A Approach Delay 2.7 13.6 Approach LOS A B Queue Length 50th(ft) 32 1 244 14 0 Queue Length 95th(ft) m62 1 m252 m19 0 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 218 3079 2719 1278 733 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bam.syn 2023 No-Build Weekday AM 5: Arsenal Street & Watertown Mall Drive 8/5/2016 ..,# --*, *-- 4-, \,D. 41 Lane Group EBL EBT WBT WBR SBL SBR 03 Starvation Cap Reductn 0 451 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.17 0.43 0.29 005 0.07 intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset 19(16%),Referenced to phase 6:WBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.37 Intersection Signal Delay:7.1 Intersection LOS:A Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive ­002 403 I o; I70s -Zis I .29s 1�4s I �I51s I I Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bam.syn 2023 No-Build Weekday PM 5: Arsenal Street & Watertown Mall Drive 8/5/2016 Lane Group EBL EBT WBT WBR SBL SBR 03 Lane Configurations Vi tt tt r Vi r Volume(vph) 135 917 770 90 90 155 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3471 1615 1805 1615 Fit Permitted 0.950 0.950 Satd. Flow(perm) 1745 3421 3471 1615 1805 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 91 246 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63 Heavy Vehicles(%) 0% 2% 4% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 147 997 837 98 143 246 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 25.0 70.0 45.0 45.0 29.0 29.0 21.0 Total Split(%) 20.8% 58.3% 37.5% 37.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min C-Min C-Max C-Max None None None Act Effct Green(s) 16.3 96.2 75.9 75.9 15.8 15.8 Actuated g/C Ratio 0.14 0.80 0.63 0.63 0.13 0.13 v/c Ratio 0.62 0.36 0.38 0.09 0.60 0.58 Control Delay 57.0 3.6 19.2 10.1 59.3 11.2 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 Total Delay 57.0 3.7 19.2 10.1 59.3 11.2 LOS E A B B E B Approach Delay 10.5 18.3 28.9 Approach LOS B B C Queue Length 50th(ft) 121 75 194 19 106 0 Queue Length 95th(ft) 189 133 m237 m25 111 0 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 308 2742 2194 1054 376 531 Arsenal Mall Sychro 8 VAI S:1Jobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rrm2023bpm.syn 2023 No-Build Weekday PM 5: Arsenal Street & Watertown Mall Drive 8/5/2016 Lane Group EBL EBT WBT WBR SBL SBR e3 Starvation Cap Reductn 0 539 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.45 0.38 0.09 038 0.46 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.62 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 55.8% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. (Splits and Phases: 5:Arsenal Street&Watertown Mall Drive 102(R) 3a 170s I ]213 1 ,r :F: 125s I U459 I Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bpm.syn 2023 No-Build Saturday Midday 5: Arsenal Street & Watertown Mall Drive 8/5/2016 r-- 4,. Lane Group EBL EBT WBT WBR SBL SBR o3 Lane Configurations Vi tt tt r Vi r Volume(vph) 199 720 771 142 134 204 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length (ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Satd.Flow(prot) 1745 3455 3574 1615 1805 1615 Flt Permitted 0.950 0.950 Satd. Flow(perm) 1745 3455 3574 1615 1805 1615 Right Turn on Red Yes Yes Satd. Flow(RTOR) 149 232 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.96 0.96 0.95 0.95 0.88 0.88 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 207 750 812 149 152 232 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min C-Max C-Max None None None Act Effct Green(s) 22.5 95.6 69.1 69.1 16.4 16.4 Actuated g/C Ratio 0.19 0.80 0.58 0.58 0.14 0.14 v/c Ratio 0.63 0.27 0.39 0.15 0.62 0.55 Control Delay 55.3 3.5 17.8 6.3 59.2 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.3 3.5 17.8 6.3 59.2 10.8 LOS E A B A E B Approach Delay 14.7 16.0 30.0 Approach LOS B B C Queue Length 50th(ft) 167 45 163 10 113 0 Queue Length 95th(ft) 246 102 m232 m28 169 63 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 327 2753 2057 992 376 520 Arsenal Mall Synchro 8 Report VAI S:Uobs173191SynchroQ016 Analysis\No-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturday Midday 5: Arsenal Street & Watertown Mall Drive 8/5/2016 .,.* —,, A— 4.., 1* Lane Group ESL EBT WBT WBR SBL SBR o3 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.63 027 0.39 0.15 0.40 0.45 lntersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 6:WBT,Start of Green Natural Cycle: 90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.63 Intersection Signal Delay: 17.8 Intersection LOS: B Intersection Capacity Utilization 61.8% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive � z 1 � 11 05 f• r. ., 19 s I t15�s i Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\No-Build(Mit Timings)\rrm2023bsat.syn 2023 No-Build Saturday Evening 5: Arsenal Street & Watertown Mall Drive 8/11/2016 --a. *-- 4-, Lane Group EBL EBT WBT WBR SBL SBR o3 Lane Configurations Vi tt tt r Vi r Volume(vph) 82 507 426 85 82 144 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd.Flow(prot) 1745 3455 3574 1615 1805 1615 Flt Permitted 0.950 0.950 Satd.Flow(perm) 1745 3455 3574 1615 1805 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 89 164 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.96 0.96 0.95 0.95 0.88 0.88 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 85 528 448 89 93 164 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min C-Max C-Max None None None Act Effct Green(s) 12.2 99.5 83.3 83.3 12.5 12.5 Actuated g/C Ratio 0.10 0.83 0.69 0.69 0.10 0.10 v/c Ratio 0.48 0.18 0.18 0.08 0.49 0.52 Control Delay 50.3 2.6 10.5 5.5 59.0 13.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.3 2.6 10.5 5.5 59.0 13.3 LOS D A B A E B Approach Delay 9.2 9.7 29.9 Approach LOS A A C Queue Length 50th(ft) 69 29 70 6 69 0 Queue Length 95th(ft) ml12 71 m102 m16 117 58 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 222 2863 2480 1148 376 466 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislNo-Build(Mit Timings)\rrm2023nbsatpm.syn 2023 No-Build Saturday Evening 5: Arsenal Street & Watertown Mall Drive 8/11/2016 'A —1. 4--- 4-, Iv. Lane Group EBL EBT WBT WBR SBL SBR m3 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.18 0.18 0.08 0.25 0.35 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 6:WBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.52 Intersection Signal Delay: 13.2 Intersection LOS:B Intersection Capacity Utilization 53.3% ICU Level of Service A Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive --O02 70s 21s 1129s I f 05 1' :P 119 s 1 U51 s 1 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191SynchroQ016 Analysis\No-Build(Mit Timings)\rrm2023nbsatpm.syn 2023 Build Weekday AM 5: Arsenal Street & Watertown Mall Drive 8/11/2016 Lane Group EBL EBT WBT WBR SBL SBR o3 Lane Configurations tf tt F Volume(vph) 35 1100 739 55 0 30 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3471 1615 1900 1615 Flt Permitted 0.950 Satd.Flow(perm) 1745 3421 3471 1615 1900 1615 Right Turn on Red Yes Yes Satd. Flow(RTOR) 60 497 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63 Heavy Vehicles(%) 0% 2% 4% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 38 1196 803 60 0 48 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min C-Max C-Max None None None Act Effct Green(s) 9.2 108.0 94.0 94.0 7.0 Actuated g/C Ratio 0.08 0.90 0.78 0.78 0.06 v/c Ratio 0.29 0.39 0.30 0.05 0.09 Control Delay 68.9 0.4 13.8 6.3 0.3 Queue Delay 0.0 0.1 0.0 0.0 0.0 Total Delay 68.9 0.5 13.8 6.3 0.3 LOS E A B A A Approach Delay 2.6 13.3 Approach LOS A B Queue Length 50th(ft) 31 4 246 13 0 Queue Length 95th(ft) m52 5 m252 m18 0 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 218 3079 2719 1278 729 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build\rrm2023bam.syn 2023 Build Weekday AM 5: Arsenal Street & Watertown Mall Drive 8/11/2016 —0. 4" -V Lane Group �� EBL EBT WBT WBR SBL SBR 03 Starvation Cap Reductn 0 437 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.17 0.45 0.30 0.05 0.07 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 6:WBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.39 Intersection Signal Delay:6.8 Intersection LOS:A Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive 170 ! 21s F 05 06(R) 1195 I Isis Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bam.syn 2023 Build Weekday PM 5: Arsenal Street & Watertown Mall Drive 8/11/2016 __,, �+-- 4" 1* 41 Lane Group EBL EBT WBT WBR SBL SBR o3 Lane Configurations tt tt r r Volume(vph) 135 1005 857 90 90 155 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3421 3471 1615 1805 1615 Fit Permitted 0.950 0.950 Satd. Flow(perm) 1745 3421 3471 1615 1805 1615 Right Turn on Red Yes Yes Satd. Flow(RTOR) 82 246 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63 Heavy Vehicles(%) 0% 2% 4% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 147 1092 932 98 143 246 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 25.0 70.0 45.0 45.0 29.0 29.0 21.0 Total Split(%) 20.8% 58.3% 37.5% 37.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min C-Min C-Max C-Max None None None Act Effct Green(s) 16.3 96.2 75.9 75.9 15.8 15.8 Actuated g/C Ratio 0.14 0.80 0.63 0.63 0.13 0.13 v/c Ratio 0.62 0.40 0.42 0.09 0.60 0.58 Control Delay 44.4 8.8 20.0 9.9 59.3 11.2 Queue Delay 0.0 0.3 0.0 0.0 0.0 0.0 Total Delay 44.4 9.1 20.0 9.9 59.3 11.2 LOS D A C A E B Approach Delay 13.3 19.1 28.9 Approach LOS B B C Queue Length 50th(ft) 118 191 213 18 106 0 Queue Length 95th(ft) m142 m240 m246 m22 111 0 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 308 2742 2194 1051 376 531 Arsenal Mall Sychro 8 VAI S:1Jobs173191Synchro12016 AnalysislBuildlrrm2023bpm.syn 2023 Build Weekday PM 5: Arsenal Street & Watertown Mall Drive 8/11/2016 --a. 4--- 4, 1* -V Lane Group EBL EBT W8T WBR SBL SBR 03 Starvation Cap Reductn 0 921 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.60 0.42 0.09 0.38 046 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 2:EBT and 6:WBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.62 Intersection Signal Delay: 17.8 Intersection LOS:B Intersection Capacity Utilization 55.8% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive I --*02(R) ' ! *3 I \*'04 I m s ! :21 s I a 5 06 tR, 125s l V455 I Arsenal Mall Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bpm.syn 2023 Build Saturday Midday 5: Arsenal Street & Watertown Mall Drive 8/11/2016 Lane Group EBL EBT WBT WBR SBL SBR o3 Lane Configurations tt tt r r Volume(vph) 199 816 856 142 134 204 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length(ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3455 3574 1615 1805 1615 Flt Permitted 0.950 0.950 Satd. Flow(perm) 1745 3455 3574 1615 1805 1615 Right Turn on Red Yes Yes Satd. Flow(RTOR) 140 232 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.96 0.96 0.95 0.95 0.88 0.88 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 207 850 901 149 152 232 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min C-Max C-Max None None None Act Effct Green(s) 22.5 95.6 69.1 69.1 16.4 16.4 Actuated g/C Ratio 0.19 0.80 0.58 0.58 0.14 0.14 v/c Ratio 0.63 0.31 0.44 0.15 0.62 0.55 Control Delay 47.1 5.7 18.9 7.0 59.2 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.1 5.7 18.9 7.0 59.2 10.8 LOS D A B A E B Approach Delay 13.8 17.3 30.0 Approach LOS B B C Queue Length 50th (ft) 166 101 204 15 113 0 Queue Length 95th (ft) m177 m110 m252 m25 169 63 Internal Link Dist(ft) 157 607 320 Turn Bay Length (ft) 200 200 Base Capacity(vph) 327 2753 2057 989 376 520 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191SynchroQ016 Analysis\BuildVrm2023bsat.syn 2023 Build Saturday Midday 5: Arsenal Street & Watertown Mall Drive 8/11/2016 —1. �*-- 4" \*. 4/ Lane Group EBL EBT WST WBR SBL SBR 03 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.63 0.31 0.44 0.15 0.40 0.45 Intersection Summary I Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%), Referenced to phase 6:WBT,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.63 Intersection Signal Delay: 17.7 Intersection LOS:B Intersection Capacity Utilization 61.8% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive 1 ­007 1 170 s I #o5 �-L, - figs Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bsat.syn 2023 Build Saturday Evening 5: Arsenal Street & Watertown Mall Drive 8/11/2016 'A --,, 4-, 1,* 41 Lane Group EBL EST WBT WBR SBL SBR 03 Lane Configurations tt tt r Vi if Volume(vph) 82 681 545 85 82 144 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 12 12 12 12 Storage Length (ft) 200 200 0 0 Storage Lanes 1 1 1 1 Taper Length(ft) 25 25 Satd. Flow(prot) 1745 3455 3574 1615 1805 1615 Flt Permitted 0.950 0.950 Satd.Flow(perm) 1745 3455 3574 1615 1805 1615 Right Turn on Red Yes Yes Satd.Flow(RTOR) 89 164 Link Speed(mph) 30 30 30 Link Distance(ft) 237 687 400 Travel Time(s) 5.4 15.6 9.1 Peak Hour Factor 0.96 0.96 0.95 0.95 0.88 0.88 Heavy Vehicles(%) 0% 1% 1% 0% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 85 709 574 89 93 164 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 3 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial(s) 6.0 40.0 40.0 40.0 6.0 6.0 19.0 Minimum Split(s) 11.0 45.0 45.0 45.0 11.0 11.0 21.0 Total Split(s) 19.0 70.0 51.0 51.0 29.0 29.0 21.0 Total Split(%) 15.8% 58.3% 42.5% 42.5% 24.2% 24.2% 18% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust(s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode Min Min C-Max C-Max None None None Act Effct Green(s) 12.2 99.5 83.3 83.3 12.5 12.5 Actuated g/C Ratio 0.10 0.83 0.69 0.69 0.10 0.10 v/c Ratio 0.48 0.25 0.23 0.08 0.49 0.52 Control Delay 50.3 2.7 10.8 5.5 59.0 13.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.3 2.7 10.8 5.5 59.0 13.3 LOS D A B A E B Approach Delay 7.8 10.1 29.9 Approach LOS A B C Queue Length 50th(ft) 69 40 92 6 69 0 Queue Length 95th(ft) m112 93 m130 m16 117 58 Internal Link Dist(ft) 157 607 320 Turn Bay Length(ft) 200 200 Base Capacity(vph) 222 2863 2480 1148 376 466 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build\rrm2023bsatpm(Watertown Mall).syn 2023 Build Saturday Evening 5: Arsenal Street & Watertown Mall Drive 8/11/2016 Lane Group EBL EBT WBT WSR SBL SBR 03 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.25 0.23 0.08 025 0.35 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 19(16%),Referenced to phase 6:WBT,Start of Green Natural Cycle: 90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.52 Intersection Signal Delay: 12.0 Intersection LOS:B Intersection Capacity Utilization 53.3% ICU Level of Service A Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Arsenal Street&Watertown Mall Drive 170s ! s 23s 4-- 11 U.S1 S I Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\Build\rrm2023bsatpm(Watertown Mall).syn Arsenal Street at the Arsenal Mall Right-In/Right-Out Driveway 2016 Existing Wkdy AM Peak Lanes, Volumes, Timings 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 7/20/2016 --* "Iv 411' 4- 4 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations tT+ *'+ r Volume(vph) 875 15 5 545 0 10 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3533 0 0 3540 0 1644 Flt Permitted Satd.Flow(perm) 3533 0 0 3540 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 363 237 211 Travel Time(s) 8.3 5.4 4.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 0% 0% 2% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 967 0 0 597 0 11 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.7% ICU Level of Service A Analysis Period(min)15 Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy AM Peak HCM 2010 TWSC 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 7/20/2016 Intersection Int Delay,s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 875 15 5 545 0 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 0 0 2 0 0 Mvmt Flow 951 16 5 592 0 11 MajorWinor MajorI Majc,r2 Minor'i Conflicting Flow All 0 0 967 0 1266 484 Stage 1 - - - - 959 - Stage 2 - - - 307 - Critical Hdwy - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 - 3.5 3.3 Pot Cap-1 Maneuver 720 - 164 534 Stage 1 - 337 - Stage 2 - - 725 - Platoon blocked,% Mov Cap-1 Maneuver 720 - 162 534 Mov Cap-2 Maneuver - - 162 - Stage 1 - - 337 Stage 2 - - 718 Approach EB WB NS HCM Control Delay,s 0.1 119 HCM LOS B Minor Lane/Major Mvrnt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 534 - 720 HCM Lane V/C Ratio 0.02 0.008 - HCM Control Delay(s) 11.9 10 0 HCM Lane LOS B B A HCM 95th%tile Q(veh) 0 0 - Arsenal Mall S:IJobs173191Synchro12016 Analysis12016exam.syn VAI 2016 Existing Wkdy PM Peak 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 7/20/2016 --,I. %vfe 4\ /111, Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 0 4+ r Volume(vph) 752 25 5 707 0 50 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3524 0 0 3540 0 1644 Flt Permitted Satd.Flow(perm) 3524 0 0 3540 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 363 237 211 Travel Time(s) 8.3 5.4 4.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 0% 0% 2% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 844 0 0 773 0 54 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.6% ICU Level of Service A Analysis Period(min)15 Arsenal Project Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Wkdy PM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 7/20/2016 Intersection . Int Delay, s/veh 0.5 Movement EBT EBR 'dJBL WBT NBL NUR Vol,veh/h 752 25 5 707 0 50 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - - - 0 Veh in Median Storage,# 0 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 0 0 2 0 0 Mvmt Flow 817 27 5 768 0 54 MajorJv inor rdaj.-orl fdajor2 Minorl Conflicting Flow All 0 0 845 0 1226 422 Stage 1 - - - 831 - Stage 2 - - 395 - Critical Hdwy - 4.1 6.8 6.9 Critical Hdwy Stg 1 - 5.8 - Critical Hdwy Stg 2 - 5.8 - Follow-up Hdwy - 2.2 3.5 3.3 Pot Cap-1 Maneuver - 800 174 586 Stage 1 - - 393 - Stage 2 - 656 - Platoon blocked,% Mov Cap-1 Maneuver 800 172 586 Mov Cap-2 Maneuver - - 172 - Stage 1 - 393 Stage 2 649 Approach EB WB NB HCM Control Delay,s 0.2 11.8 HCM LOS B Minor Lane/Major Mvmt NBLn 1 EB T EBR WBL WBT Capacity(veh/h) 586 - 800 HCM Lane WC Ratio 0.093 - 0.007 - HCM Control Delay(s) 11.8 - 9.5 0.1 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0 - 0 - Arsenal Project Sychro 8 VAI S:IJobs173191Synchro12016 Analysis12016expm.syn 2016 Existing Saturday Midday Peak 6: Arsenal Mall Riqht-Turn Drivewav & Arsenal Street 8/2/2016 "IV 4- /0 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 0 +T+ r Volume(vph) 612 38 17 720 0 77 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 3544 0 0 3571 0 1644 Flt Permitted 0.999 Satd. Flow(perm) 3544 0 0 3571 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 363 237 211 Travel Time(s) 8.3 5.4 4.8 Peak Hour Factor 0.96 0.96 0.88 0.88 0.85 0.85 Heavy Vehicles(%) 1% 0% 0% 1% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 678 0 0 837 0 91 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday Midday Peak 6: Arsenal Mall Right-Turn Drivewav &Arsenal Street 8/2/2016 Intersection Int Delay,s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 612 38 17 720 0 77 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - - - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 96 96 88 88 85 85 Heavy Vehicles,% 1 0 0 1 0 0 Mvmt Flow 638 40 19 818 0 91 Major?MJwr Major I Nlajor2 Minorl Conflicting Flow All 0 0 677 0 1105 339 Stage 1 - - - - 657 - Stage 2 - - - 448 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 - Critical Hdwy Stg 2 - - - 58 - Follow-up Hdwy 2.2 - 3.5 3.3 Pot Cap-1 Maneuver 924 - 208 663 Stage 1 - - 483 - Stage 2 - - 616 - Platoon blocked,% - Mov Cap-1 Maneuver 924 - 200 663 Mov Cap-2 Maneuver - 200 - Stage 1 - 483 - Stage 2 - 593 - Approach EB WB NB HCM Control Delay,s 0.4 11.3 HCM LOS B Minor LanelMalor Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 663 924 HCM Lane V/C Ratio 0.137 0.021 HCM Control Delay(s) 11.3 9 0.2 HCM Lane LOS B A A HCM 95th%tile Q(veh) 0 0 - Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis12016xsat.syn 2016 Existing Saturday PM 6: Arsenal Mall Riqht-TVrn Driveway &Arsenal Street 8/8/2016 --P� "'IV 41-, f— 4% /0 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations tT 4t r Volume(vph) 398 19 8 402 0 51 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3551 0 0 3571 0 1644 Fit Permitted 0.999 Satd.Flow(perm) 3551 0 0 3571 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 363 237 211 Travel Time(s) 8.3 5.4 4.8 Peak Hour Factor 0.90 0.90 0.87 0.87 0.77 0.77 Heavy Vehicles(%) 1% 0% 0% 1% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 463 0 0 471 0 66 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 21.6% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build\Existing 2023 Saturday PM.syn 2016 Existing Saturday PM 6: Arsenal Mall Riqht-Turn Driveway &Arsenal Street 8/8/2016 Intersection Int Delay,s/veh 0.8 Movemeal EST EBR WBL 1/WBT NBd. KBR Vol,veh/h 398 19 8 402 0 51 Conflicting Peds,#/hr 0 0 D 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 90 90 87 87 77 77 Heavy Vehicles,% 1 0 0 1 0 0 Mvmt Flow 442 21 9 462 0 66 Major/Minor Majorl Major2 WOO Conflicting FlowAll 0 0 463 0 702 232 Stage 1 - - 453 - Stage 2 - - 249 - Critical Hdwy - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 1109 - 377 776 Stage 1 - 613, - Stage 2 - 775 - Platoon blocked,% - - Mov Cap-1 Maneuver - - 1109 - 373 776 Mov Cap-2 Maneuver - - - 373 - Stage 1 - - - 613 Stage 2 - - - 766 - Approach ES WB NB HCM Control Delay,s 0.2 10.1 HCM LOS B Minor L.anelMajor Mvmt NBLn 1 EBT EBR WBL WBT Capacity(veh/h) 776 1109 HCM Lane WC Ratio 0.085 0.008 - HCM Control Delay(s) 10.1 8.3 0 HCM lane LOS B A A HCM 95th%tile Q(veh) 0 0 - Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislBuildlExisting 2023 Saturday PM.syn 2023 No- Build Weekday AM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/2/2016 Lane Group EBT EBR WBL VVBT NBL NBR Lane Configurations tip *Tt r Volume(vph) 1063 15 5 739 0 10 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow(prot) 3533 0 0 3540 0 1644 Flt Permitted Satd. Flow(perm) 3533 0 0 3540 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 363 237 211 Travel Time(s) 8.3 5.4 4.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 0% 0% 2% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 1171 0 0 808 0 11 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 39.9% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\No-Build12023bam.syn 2023 No- Build Weekday AM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/2/2016 Intersection Int Delay,s/veh 0.2 Movement EBT EBR WBL 1N13T NBL NBR Vol,veh/h 1063 15 5 739 0 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 0 0 2 0 0 Mvmt Flow 1155 16 5 803 0 11 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1172 0 1577 586 Stage 1 - - - - 1164 - Stage 2 - - - - 413 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - 5,8 - Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - 603 - 102 459 Stage 1 - - - 263 - Stage 2 - - - 642 - Platoon blocked,% - Mov Cap-1 Maneuver - 603 100 459 Mov Cap-2 Maneuver - - 100 - Stage 1 - - 263 Stage 2 632 - Approach EB WB NB HCM Control Delay,s 0.2 13 HCM LOS B Millar Lane/Major Mvmt NBLn1 EBT EGR WBL WBT Capacity(veh/h) 459 603 - HCM Lane V/C Ratio 0.024 0.009 - HCM Control Delay(s) 13 11 0.1 HCM Lane LOS B B A HCM 95th%tile Q(veh) 0 0 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislNo-Build12023bam.syn 2023 No-Build Weekday PM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/2/2016 __* "1.* I*\ /0 Lane Group EST EBR WBL WBT NBL NBR Lane Configurations trt, 4t r Volume(vph) 1002 25 5 907 0 50 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3527 0 0 3540 0 1644 Flt Permitted Satd.Flow(perm) 3527 0 0 3540 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 363 237 211 Travel Time(s) 8.3 5.4 4.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 0% 0% 2% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 1116 0 0 991 0 54 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 38.5% ICU Level of Service A Analysis Period(min) 15 Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 Analysis\No-Build12023bpm.syn 2023 No-Build Weekday PM Peak 6: Arsenal Mall Riqht-Tyrn Driveway & Arsenal Street 8/2/2016 Intersection Int Delay,s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 1002 25 5 907 0 50 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - - - - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 0 0 2 0 0 Mvmt Flow 1089 27 5 986 0 54 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1116 0 1607 558 Stage 1 - - - - 1103 - Stage 2 - - - 504 - Critical Hdwy - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy - 2.2 3.5 3.3 Pot Cap-1 Maneuver 633 98 478 Stage 1 - 284 - Stage 2 - 578 - Platoon blocked,% Mov Cap-1 Maneuver 633 - 96 478 Mov Cap-2 Maneuver - 96 - Stage 1 284 Stage 2 568 Approach E6 WB NB HCM Control Delay,s 0.2 13.5 HCM LOS B Minor lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 478 633 HCM Lane V/C Ratio 0.114 0.009 HCM Control Delay(s) 13.5 10.7 0.1 HCM Lane LOS B B A HCM 95th%tile Q(veh) 0 0 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 AnalysislNo-Build12023bpm.syn 2023 No-Build Saturday Midday Peak 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 8/2/2016 __P� '11* 41" 4\ /111 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 0 4t r Volume(vph) 842 38 17 958 0 77 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3551 0 0 3571 0 1644 Flt Permitted 0.999 Satd.Flow(perm) 3551 0 0 3571 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 363 237 211 Travel Time(s) 8.3 5.4 4.8 Peak Hour Factor 0.96 0.96 0.88 0.88 0.85 0.85 Heavy Vehicles(%) 1% 0% 0% 1% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 917 0 0 1108 0 91 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.9% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\No-BuiId12023bsat.syn 2023 No-Build Saturday Midday Peak 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 8/2/2016 Intersection Int Delay,s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 842 38 17 958 0 77 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - - - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 96 96 88 88 85 85 Heavy Vehicles,% 1 0 0 1 0 0 Mvmt Flow 877 40 19 1089 0 91 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 917 0 1480 458 Stage 1 - - - 897 - Stage 2 - - 583 - Critical Hdwy - 4.1 6.8 6.9 Critical Hdwy Stg 1 - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 752 119 555 Stage 1 - 363 - Stage 2 - 527 - Platoon blocked,% Mov Cap-1 Maneuver 752 111 555 Mov Cap-2 Maneuver 111 - Stage 1 363 Stage 2 493 Approach EB WB NB HCM Control Delay,s 0.5 12.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 555 - 752 HCM Lane V/C Ratio 0.163 0.026 - HCM Control Delay(s) 12.7 - 9.9 0.3 HCM Lane LOS B A A HCM 95th%tile Q(veh) 1 0 - Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 Analysis\No-Build12023bsat.syn 2023 No-Build Saturday PM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/8/2016 --a. "IV 41" 4 Lane Group FBT FBR WBL VVBT NBL NBP Lane Configurations tT, fTt ' Volume(vph) 538 19 8 562 0 51 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3558 0 0 3571 0 1644 Flt Permitted 0.999 Satd.Flow(perm) 3558 0 0 3571 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 1873 924 211 Travel Time(s) 42.6 21.0 4.8 Peak Hour Factor 0.90 0.90 0.87 0.87 0.77 0.77 Heavy Vehicles(%) 1% 0% 0% 1% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 619 0 0 655 0 66 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.5% ICU Level of Service A Analysis Period(min)15 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\Saturday PM12023nbsatpm.syn 2023 No-Build Saturday PM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/8/2016 Intersection Int Delay,s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 538 19 8 562 0 51 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 0 Veh in Median Storage,# 0 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 90 90 87 87 77 77 Heavy Vehicles,% 1 0 0 1 0 0 Mvmt Flow 598 21 9 646 0 66 Major/Minor A Majorl Major2 Minors Conflicting Flow All 0 0 619 0 949 309 Stage 1 - - - - 608 - Stage 2 - - - 341 Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 - Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver 971 - 262 693 Stage 1 - - 542 - Stage 2 - - 698 - Platoon blocked,% - - Mov Cap-1 Maneuver - 971 - 258 693 Mov Cap-2 Maneuver - - 258 - Stage 1 - - 512 - Stage 2 688 - Approach EB WB NB HCM Control Delay,s 0.2 10.7 HCM LOS B Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity(veh/h) 693 - 971 HCM Lane V/C Ratio 0.096 0.009 - HCM Control Delay(s) 10.7 8.7 0.1 HCM Lane LOS B A A HCM 95th%tile Q(veh) 0 0 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 AnalysislSaturday PM12023nbsatpm.syn 2023 Build Weekday AM Peak 6: Arsenal Mall Riqht-Tyrn Driveway &Arsenal Street 8/5/2016 --Ip "',V #,' 4-- 4% Lane Group EBT EBR W8L WBT NBL NBR Lane Configurations +I* *T+ r Volume(vph) 1092 25 0 769 0 43 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3530 0 0 3539 0 1644 Flt Permitted Satd.Flow(perm) 3530 0 0 3539 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 1847 924 211 Travel Time(s) 42.0 21.0 4.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 0% 0% 2% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 1214 0 0 836 0 47 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.0% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis\Build12023bam.syn 2023 Build Weekday AM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/5/2016 Intersection Int Delay,s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 1092 25 0 769 0 43 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 0 0 2 0 0 Mvmt Flow 1187 27 0 836 0 47 Majo L l:lajorl Major2 klinarl Conflicting Flow All 0 0 1214 0 1619 607 Stage 1 - - - - 1201 - Stage 2 - - - 418 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 582 96 444 Stage 1 - 252 Stage 2 - 638 - Platoon blocked,% Mov Cap-1 Maneuver - 582 96 444 Mov Cap-2 Maneuver - 96 - Stage 1 252 Stage 2 638 - Approach EB WB NB HCM Control Delay,s 14.1 HCM LOS B Minor LanelMajor Mvmt N81-W EBT EBR WBL VVBT Capacity(veh/h) 444 582 HCM Lane V/C Ratio 0.105 - HCM Control Delay(s) 14.1 0 HCM Lane LOS B A HCM 95th%tile Q(veh) 0 0 Arsenal Mall Synchro 8 Report VAI S:IJobs173191Synchro12016 AnalysislBuild12023bam.syn 2023 Build Weekday PM Peak 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 8/5/2016 70 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t t. 4t !r Volume(vph) 1033 85 0 1012 0 107 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3505 0 0 3539 0 1644 Flt Permitted Satd.Flow(perm) 3505 0 0 3539 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 1847 924 211 Travel Time(s) 42.0 21.0 4.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 2% 0% 0% 2% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 1215 0 0 1100 0 116 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 44.6% ICU Level of Service A Analysis Period(min) 15 Arsenal Street Sychro 8 VAI S:IJobs173191Synchro12016 Analysis\Build12023bpm.syn 2023 Build Weekday PM Peak 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 8/5/2016 Intersection Int Delay,s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Vol,veh/h 1033 85 0 1012 0 107 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - - - 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 0 0 2 0 0 Mvmt Flow 1123 92 0 1100 0 116 Major/Minor Majorl Maicr2 Minorl Conflicting Flow All 0 0 1215 0 1719 608 Stage 1 - - - - 1169 - Stage 2 - 550 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 - Critical Hdwy Stg 2 - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 581 82 444 Stage 1 262 - Stage 2 - 547 - Platoon blocked,% Mov Cap-1 Maneuver 581 82 444 Mov Cap-2 Maneuver - - 82 Stage 1 - 262 Stage 2 547 Approach EB WB N8 HCM Control Delay,s 16 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR VVBL WBT Capacity(veh/h) 444 581 HCM Lane V/C Ratio 0.262 - HCM Control Delay(s) 16 0 HCM Lane LOS C A HCM 95th%tile Q(veh) 1 0 Arsenal Street Sychro 8 VAI S:1Jobs173191Synchro12016 AnalysislBuild12023bpm.syn 2023 Build Saturday Midday Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/9/2016 Lane Group EBT EBR W6L WBT NBL NBR Lane Configurations 0 +T+ r Volume(vph) 877 91 0 1060 0 138 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3528 0 0 3574 0 1644 Flt Permitted Satd. Flow(perm) 3528 0 0 3574 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 1847 924 211 Travel Time(s) 42.0 21.0 4.8 Peak Hour Factor 0.96 0.96 0.88 0.88 0.85 0.85 Heavy Vehicles(%) 1% 0% 0% 1% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 1009 0 0 1205 0 162 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type:Unsignalized Intersection Capacity Utilization 42.4% ICU Level of Service A Analysis Period(min) 15 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 Analysis&ild12023bsat.syn 2023 Build Saturday Midday Peak 6: Arsenal Mall Right-Tyrn Driveway & Arsenal Street 8/9/2016 Intersection Int Delay,s/veh 1 Movement EBT EBR W8L VVBT NBL NBR Vol,vehlh 877 91 0 1060 0 138 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 96 96 88 88 85 85 Heavy Vehicles,% 1 0 0 1 0 0 Mvmt Flow 914 95 0 1205 0 162 Majon7dinar Maior2 Minorl Conflicting Flow All 0 0 1008 0 1563 504 Stage 1 - - - - 961 - Stage 2 - - - 602 - Critical Hdwy - - 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy - - 2.2 3.5 3.3 Pot Cap-1 Maneuver 695 104 518 Stage 1 - - 337 - Stage 2 - - - 515 Platoon blocked,% - Mov Cap-1 Maneuver - 695 104 518 Mov Cap-2 Maneuver - - 104 Stage 1 - 337 - Stage 2 - 515 - Approach EB WB NR. HCM Control Delay,s 15.1 HCM LOS C Minor LanelMajor Mvmt NBLnt EST EBR WBL WBT Capacity(veh/h) 518 695 HCM Lane WC Ratio 0.313 - HCM Control Delay(s) 15.1 0 HCM Lane LOS C A HCM 95th%tile Q(veh) 1 0 Arsenal Mall Synchro 8 Report VAI S:1Jobs173191Synchro12016 AnalysislBuild12023bsat.syn 2023 \Build Saturday PM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/8/2016 --* "1.* 41' 4% /101 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations tT--1 tT r Volume(vph) 612 77 0 689 0 151 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Satd.Flow(prot) 3517 0 0 3574 0 1644 Flt Permitted Satd.Flow(perm) 3517 0 0 3574 0 1644 Link Speed(mph) 30 30 30 Link Distance(ft) 1873 924 211 Travel Time(s) 42.6 21.0 4.8 Peak Hour Factor 0.90 0.90 0.87 0.87 0.77 0.77 Heavy Vehicles(%) 1% 0% 0% 1% 0% 0% Shared Lane Traffic(%) Lane Group Flow(vph) 766 0 0 792 0 196 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period(min)15 Arsenal Street Sychro 8 VAI S:\Jobs\7319\Synchro\2016 Analysis\Saturday PM\2023bsatpm.syn 2023 \Build Saturday PM Peak 6: Arsenal Mall Right-Tyrn Driveway &Arsenal Street 8/8/2016 Intersect on Int Delay,s/veh 1.5 Movement EBT EBR W8L WBT NBL NBR Vol,veh/h 61.2 77 0 689 0 151 Conflicting Peds,Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - - - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 90 90 87 87 77 77 Heavy Vehicles,% 1 0 0 1 0 0 Mvmt Flow 680 86 0 792 0 196 Major/Minor JW Maiorl Major2 Minorl ContTicting Row All 0 0 766 0 1119 383 Stage 1 - - - - 723 - Stage 2 - - - 396 Critical Hdwy 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 - Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy - 2.2 3.5 3.3 Pot Cap-1 Maneuver - 856 204 621 Stage 1 - - 447 - Stage 2 - - 655 - Platoon blocked,% - - Mov Cap-1 Maneuver - - 856 204 621 Mov Cap-2 Maneuver - - - 204 - Stage 1 - - 447 Stage 2 - - 655 - Approach EB WB NB HCM Control Delay,s 13.5 HCM LOS B Minor Lane/Major Mvmt NBLnl EBT EBR W8L WBT Capacity(veh/h) 621 - 856 HCM Lane V/C Ratio 0.316 - - - HCM Control Delay(s) 13.5 - 0 HCM Lane LOS B - A HCM 95th %tile Q(veh) 1 - 0 Arsenal Street Sychro 8 VAI S:\Jobs\7319\Synchro\2016 Analysis\Saturday PM\2023bsatpm.syn