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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\1HDU7HUP3OXV3URMHFW$0 <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 9 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 114355004579000170178 <br />Future Vol, veh/h 114355004579000170178 <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 144 449 0 0 762 15 0 0 0 22 0 225 <br />Major/Minor Major1 Major2 Minor1 Minor2 <br />Conflicting Flow All 777 0 0 449 0 0 1619 1514 449 1507 1507 770 <br /> Stage 1 ------737737-770770- <br /> Stage 2 ------882777-737737- <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 839 - - 1111 - - 83 120 610 99 121 401 <br /> Stage 1 ------410425-393410- <br /> Stage 2 ------341407-410425- <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 839 - - 1111 - - 32 99 610 86 100 401 <br />Mov Cap-2 Maneuver ------3299-86100- <br /> Stage 1 ------339352-325410- <br /> Stage 2 ------149407-340352- <br />Approach EB WB NB SB <br />HCM Control Delay, s 2.5 0 0 52.7 <br />HCM LOS A F <br />Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 <br />Capacity (veh/h)- 839 - - 1111 - - 304 <br />HCM Lane V/C Ratio - 0.172 -----0.812 <br />HCM Control Delay (s) 0 10.2 - - 0 - - 52.7 <br />HCM Lane LOS A B - - A - - F <br />HCM 95th %tile Q(veh) - 0.6 - - 0 - - 6.7 <br />lrj f+ lrj t
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