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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\([LVWLQJ3OXV3URMHFW30 <br />'XEOLQ&DQ\RQ5G 6FKDHIHU5DQFK5G 09/24/2019 <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 31984000125130003064 <br />Future Vol, veh/h 31984000125130003064 <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 33287500145150003072 <br />Major/Minor Major1 Major2 Minor1 Minor2 <br />Conflicting Flow All 160 0 0 875 0 0 1728 1699 875 1692 1692 153 <br /> Stage 1 ------1539 1539 - 153 153 - <br /> Stage 2 ------189160-1539 1539 - <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 1419 - - 771 - - 70 92 349 74 93 893 <br /> Stage 1 ------145177-849771- <br /> Stage 2 ------813766-145177- <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 1419 - - 771 - - 53 70 349 61 71 893 <br />Mov Cap-2 Maneuver ------5370-6171- <br /> Stage 1 ------111136-650771- <br /> Stage 2 ------748766-111136- <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)- 1419 - - 771 - - 554 <br />HCM Lane V/C Ratio - 0.234 -----0.136 <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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