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Appendix H - Transportation Supporting Information COMBINED
City of Pleasanton
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BOARDS AND COMMISSIONS
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PLANNING
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AGENDA PACKETS
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2020 - PRESENT
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2025
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12-10
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ITEM 5 EXHIBIT A
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Appendix H - Transportation Supporting Information COMBINED
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+&0WK7:6&,QWHUVHFWLRQ6XPPDU\([LVWLQJ3OXV3URMHFW$0 <br />'XEOLQ&DQ\RQ5G 6FKDHIHU5DQFK5G <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 1 <br />Intersection <br />Int Delay, s/veh 7.4 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 114336004189000170178 <br />Future Vol, veh/h 114336004189000170178 <br />Conflicting Peds, #/hr 0 00000000000 <br />Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop <br />RT Channelized - - None - - None - - None - - None <br />Storage Length 0 - 270 200 -------- <br />Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - <br />Grade, % - 0 - - 0 - - 0 - - 0 - <br />Peak Hour Factor 79 79 79 60 60 60 25 25 25 79 79 79 <br />Heavy Vehicles, % 2 22222222222 <br />Mvmt Flow 144 425 0 0 697 15 0 0 0 22 0 225 <br />Major/Minor Major1 Major2 Minor1 Minor2 <br />Conflicting Flow All 712 0 0 425 0 0 1530 1425 425 1418 1418 705 <br /> Stage 1 ------713713-705705- <br /> Stage 2 ------817712-713713- <br />Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 <br />Critical Hdwy Stg 1 ------6.125.52-6.125.52- <br />Critical Hdwy Stg 2 ------6.125.52-6.125.52- <br />Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 <br />Pot Cap-1 Maneuver 888 - - 1134 - - 96 136 629 114 137 436 <br /> Stage 1 ------423435-427439- <br /> Stage 2 ------370436-423435- <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 888 - - 1134 - - 41 114 629 100 115 436 <br />Mov Cap-2 Maneuver ------41114-100115- <br /> Stage 1 ------354365-358439- <br /> Stage 2 ------179436-354365- <br />Approach EB WB NB SB <br />HCM Control Delay, s 2.5 0 0 40 <br />HCM LOS A E <br />Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 <br />Capacity (veh/h)- 888 - - 1134 - - 337 <br />HCM Lane V/C Ratio - 0.163 -----0.732 <br />HCM Control Delay (s) 0 9.8 - - 0 - - 40 <br />HCM Lane LOS A A - - A - - E <br />HCM 95th %tile Q(veh) - 0.6 - - 0 - - 5.5 <br />lrj f+ lrj t
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