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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\([LVWLQJ30 <br />'XEOLQ&DQ\RQ5G 6FKDHIHU5DQFK5G 09/13/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 1 <br />Intersection <br />Int Delay, s/veh 2.6 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 31983600122130003064 <br />Future Vol, veh/h 31983600122130003064 <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 96 96 96 86 86 86 25 25 25 89 89 89 <br />Heavy Vehicles, % 2 22222222222 <br />Mvmt Flow 33287100142150003072 <br />Major/Minor Major1 Major2 Minor1 Minor2 <br />Conflicting Flow All 157 0 0 871 0 0 1721 1692 871 1685 1685 150 <br /> Stage 1 ------1535 1535 - 150 150 - <br /> Stage 2 ------186157-1535 1535 - <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 1423 - - 774 - - 70 93 350 75 94 896 <br /> Stage 1 ------145178-853773- <br /> Stage 2 ------816768-145178- <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 1423 - - 774 - - 53 71 350 61 72 896 <br />Mov Cap-2 Maneuver ------5371-6172- <br /> Stage 1 ------111137-654773- <br /> Stage 2 ------751768-111137- <br />Approach EB WB NB SB <br />HCM Control Delay, s 2.3 0 0 12.5 <br />HCM LOS A B <br />Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 <br />Capacity (veh/h)- 1423 - - 774 - - 556 <br />HCM Lane V/C Ratio - 0.234 -----0.135 <br />HCM Control Delay (s) 0 8.3 - - 0 - - 12.5 <br />HCM Lane LOS A A - - A - - B <br />HCM 95th %tile Q(veh) - 0.9 - - 0 - - 0.5 <br />lrj f+ lrj t
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