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Home My Public Portal AboutLOS calculation 2016-02-09From:Becky Bucar To:"Alex Heyman"; "Alexis Ollar (alexis@mapf.org)"; "arosenfeld@TahoeDonner.com"; Bonnie Thompson ; "Dale Creighton"; Dan Wilkins; "Gordon Shaw"; "jfj@surewest.net"; John McLaughlin; "jrfintel@outlook.com"; Judy Price ; "leslie@lsctahoe.com"; "Owens, Ted (towens@TFHD.COM)"; "Pat Davison (pat@ca-tt.com)"; Patrick Flora; "Todd Rivera (trivera@ttusd.org)"; Tony Lashbrook Subject:FW: CATT letter for agenda item 7.1 Date:Tuesday, February 09, 2016 10:48:05 AM Attachments:image004.png LSC160209102225.pdf image005.png Good morning all, Please see the attached information that was requested by CATT regarding the LOS calculation for Donner Pass Road for the AB 1600 TIF Study. Becky From: Gordon Shaw [mailto:gordonshaw@lsctahoe.com] Sent: Tuesday, February 09, 2016 9:52 AM To: Dan Wilkins; Becky Bucar; pat@ca-tt.com Subject: RE: CATT letter for agenda item 7.1 Pat/Dan/Becky -- Here are the Highplan outputs, for existing conditions, future without the new roadways, and future with the new roadways. You can see the “Local Adjustment Factor” = 0.90 in the Highway Data block. And you can see the 800 capacity under “Service Volumes” under LOS D. Gordon Shaw, PE, AICP Principal LSC Transportation Consultants, Inc. PO Box 5875 2690 Lake Forest Road, Suite C Tahoe City, California 96145 530-583-4053 gordonshaw@lsctahoe.com lsctrans.com Begin forwarded message: From: Becky Bucar <BBucar@townoftruckee.com> Date: February 8, 2016 at 4:35:49 PM PST To: 'Alex Heyman' <heymana@sbcglobal.net >, "'Alexis Ollar (alexis@mapf.org)'" <alexis@mapf.org>, "'arosenfeld@TahoeDonner.com'" <arosenfeld@TahoeDonner.com>, Bonnie Thompson <BThompson@townoftruckee.com >, 'Dale Creighton' <dale@scopeinc.net >, Dan Wilkins <DWilkins@townoftruckee.com>, 'Gordon Shaw' <gordonshaw@lsctahoe.com >, "'jfj@surewest.net '" <jfj@surewest.net >, John McLaughlin <JMcLaughlin@townoftruckee.com >, "'jrfintel@outlook.com '" <jrfintel@outlook.com >, Judy Price <JPrice@townoftruckee.com>, "'leslie@lsctahoe.com '" <leslie@lsctahoe.com >, "'Owens, Ted (towens@TFHD.COM )'" <towens@TFHD.COM >, "'Pat Davison (pat@ca-tt.com)'" <pat@ca-tt.com>, Patrick Flora <PFlora@townoftruckee.com >, "'Todd Rivera (trivera@ttusd.org)'" <trivera@ttusd.org>, Tony Lashbrook <TLashbrook@townoftruckee.com> Subject: FW: CATT letter for agenda item 7.1 Good afternoon all. Please see the attached letter from the Contractors Association of Truckee Tahoe regarding the Traffic Impact Fee Program. As I mentioned in my previous email, the Council will be considering the approval of the Traffic Impact Fee Study and Ordinance 2016-03 implementing the new fee at tomorrow’s Council meeting. There will be an opportunity for public comment at the meeting if any of you would like to attend and provide comment. Thank you, Becky From: Pat Davison <pat@ca-tt.com> Date: February 8, 2016 at 3:45:15 PM PST To: 'Judy Price' <JPrice@townoftruckee.com>, <dwilkins@townoftruckee.com> Subject: CATT letter for agenda item 7.1 Hi Judy – here is our letter for tomorrow night’s public hearing on the Traffic Fees. Please distribute this letter to the Town Council. Do not hesitate to contact me if you have any questions. Thank you! pat Pat Davison Executive Director Contractors Association of Truckee Tahoe 12313 Soaring Way, Suite 1G, Truckee, CA 96161 phone 530-550-9999 fax 530-550-9998 www.ca-tt.com pat@ca-tt.com Page 1 of 1 HIGHPLAN 2012 Conceptual Planning Analysis Project Information Analyst JHB Highway Name Donner Pass Road Study Period Date Prepared 3/16/2015 4:05:36 PM From Northwoods Agency LSC Area Type Transitioning/Urban To Peak Direction SR 89 S Eastbound Dir Hr Demand Vol Analysis Type Two -Lane Segment Program HIGHPLAN 2012 Version Date 12/12/2012 File Name P:\Projects\Truckee Impact Fee Update Study 2014\Synchro\HCS\DPR HIghplan Existing min LAF.xhp User Notes Existing Conditions Highway Data Roadway Variables Traffic Variables Segment Length 0.600 Median Yes AADT 14500 PHF 1.000 # Thru Lanes 2 Left Turn Impact JE. No K L 0.090 % Heavy Vehicles 2.0 Terrain Level Pass Lane Length N/A D 0.570 Base Capacity 1700 Posted Speed 35 % NPZ 100 Peak Dlr, Hrly. Vol. 746 Local Adj. Factor 0.90 696 Adjusted Capacity 1428 Free Flow Speed 40 Class 3 Off Peak Dir. Hrly. Vol. LOS Results v/c Ratio 0.47 Density N/A PTSF 81.7 ATS 26.7 We FFS 66.9 FFS Delay 26.8 LOS Thresh. Delay 37.6 Service Measure PctFFS LOS 0 Service Volumes Note: The maximum normally acceptable directional service volume for LOS E in Florida for this facility type and area type is 0 veh/h/In. A B C D E L Lanes Hourly Volume In Peak Direction I 1 60 210 500 B00 1600 Ir 2 3 4 Lanes Hourly Volume In Both Directions 2 110 370 880 1410 2810 4 6 8 Lanes Annual Average Daily Traffic L 2 N/A N/A N/A N/A N/A L 4 6 L 8 w Cannot be achieved based on input data provided. 31 Performance measure results are no longer applicable with the presence of passing lanes. Refer to the service volume tables to obtain the LOS. file:///C:/Users/Jason/AppData/Local/temp/preview.xml 3/30/2015 Page 1 of 1 HIGHPLAN 2012 Conceptual Planning Analysis Project Information Analyst Date Prepared Agency Ai -ea Type File Name User Notes }HB 3/16/2015 4:05:36 PM L5C Transitioning/Urban Highway Name From To Peak Direction Donner Pass Road Narthwoods SR 895 Eastbound Study Period Analysis Type Program Version Date Dir Fir Demand Vol Two -Lane Segment HIGHPLAN 2012 12/12/2012 P:\Projects\Truckee Impact Fee Update Study 2014\Synchro\HCS\DPR Highplan Future WOut Extensions LAF.xhp Future Conditions Without Bridge and Pioneer Extensions Highway Data Roadway Variables L [Segment Length # Thru Lanes [Terrain Posted Speed Free Flow Speed 0.600 2 Level 35 40 Median IL Yes Left Turn Impact Pass Lane Length % NPZ Class No N/A 100 3 Traffic Variables AADT K D Peak Dir. Hrly. Vol. Off Peak Dir. Hrly, Vol. 15000 0.090 0.570 866 755 PHF 0/0 Heavy Vehicles Base Capacity Local Adj. Factor Adjusted Capacity 1.000 2.01 17001 0.90 1606 LOS Results v/c Ratio FFS Delay 0.54 1 30.8 Density LOS Thresh. Delay N/A 41.6 PTSF Service Measure 85, 3 Pct FFS ATS LOS 1 25.5 E % FFS 63.7 Service Volumes Note; The maximum normally acceptable directional service volume for LOS E in Florida for this facility type and area type is 1650 veh/h/ln. A B C D E Lanes ! Hourly Volume In Peak Direction 1 60 I— 210 500 I 800 1600 2 3 4 Lanes I Hourly Volume In Both Directions 2 11.0 370 L 880 1410 I 2810 j 4 6 8 Lanes Annual Average Daily Traffic L 2 _IL N/A I[ N/A iI N/A N/A N/A 4 JI 6 8 ' Cannot be achieved based on Input data provided. # Performance measure results are no longer applicable with the presence of passing lanes. Refer to the service volume tables to obtain the L05. file:/'!C:/Users'Jason/AppData/Local!temp/preview.xml 3/30/2015 Page 1 of 1 HIGHPLAN 2012 Conceptual Planning Analysis Project Information Analyst )H 6 Date Prepared 3/16/2015 4:05:36 PM Agency LSC Area Type Transitloning/Urban Highway Name From To Peak Direction Donner Pass Road Northwoods SR 89 5 Eastbound Study Period Dir Hr Demand Vol Analysis Type Two -Lane Segment Program HIGHPLAN 2012 Version Date 12/12/2012 File Name P:\Projects\Truckee Impact Fee Update Study 2014\Synchro\HCS\DPR Highplan Future WExtensions LAF.xhp User Notes Future Conditions With Bridge and Pioneer Extensions Highway Data Roadway Variables !Segment Length Thru Lanes Terrain Posted Speed Free Flow Speed 0.600 2 Level 35 40 Median Left Turn Impact Pass Lane Length NPZ Class Yes No N/A 100 3 Traffic Variables AADT K 0 Peak Dir. Hrly. Vol. Off Peak Dir. Hrly. Vol. 12345 0.090 0.570 665 645 PHF % Heavy Vehicles Base Capacity Local Adj. Factor Adjusted Capacity 1.000 2.0 1700 0.90 1606 LOS Results v/c Ratio FFS Delay 0.41 24.1 Density LOS Thresh. Delay N/A 34.9 PTSF Service Measure 78.5 PUFFS ATS J LOS 27.7 D FFS 69.2 Service Volumes Note: The maximum normally acceptable directional service volume for LOS E in Florida for this facility type and area type is 1650 veh/h/In. A B C D 5 Lanes Hourly Volume In Peak Direction 1 60 J 210 500 800 1600 2 3 4 Lanes Hourly Volume In Both Directions 2 110 370 880 1410 2810 ! 4 6 ( 8 Lanes Annual Average Daily Traffic 2 N/A 1 N/A N/A N/A N/A 4 I 6 8 * Cannot be achieved based on input data provided. # Performance measure results are no longer applicable with the presence of passing lanes. Refer to the service volume tables to obtain the LOS. file:///C :/Users/Jason/AppData/Local/temp/previaw.xml 3/30/2015