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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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+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\([LVWLQJ30 <br />6WRQHULGJH'U ,6%2II5DPS 09/13/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 6 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 0 2126 902 0 818 380 <br />Future Volume (veh/h) 0 2126 902 0 818 380 <br />Initial Q (Qb), veh 000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 0.95 1.00 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 0 1945 1945 0 1945 1945 <br />Adj Flow Rate, veh/h 0 2262 1037 0 919 427 <br />Peak Hour Factor 0.94 0.94 0.87 0.87 0.89 0.89 <br />Percent Heavy Veh, % 022022 <br />Cap, veh/h 0 2744 2744 0 1226 1042 <br />Arrive On Green 0.00 0.52 1.00 0.00 0.36 0.36 <br />Sat Flow, veh/h 0 5660 5660 0 3414 2901 <br />Grp Volume(v), veh/h 0 2262 1037 0 919 427 <br />Grp Sat Flow(s),veh/h/ln 0 1770 1770 0 1707 1451 <br />Q Serve(g_s), s 0.0 21.5 0.0 0.0 14.2 6.6 <br />Cycle Q Clear(g_c), s 0.0 21.5 0.0 0.0 14.2 6.6 <br />Prop In Lane 0.00 0.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 0 2744 2744 0 1226 1042 <br />V/C Ratio(X) 0.00 0.82 0.38 0.00 0.75 0.41 <br />Avail Cap(c_a), veh/h 0 2744 2744 0 1309 1112 <br />HCM Platoon Ratio 1.00 1.00 2.00 1.00 1.00 1.00 <br />Upstream Filter(I)0.00 1.00 1.00 0.00 1.00 1.00 <br />Uniform Delay (d), s/veh 0.0 12.2 0.0 0.0 16.9 14.5 <br />Incr Delay (d2), s/veh 0.0 3.0 0.4 0.0 2.3 0.3 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln 0.0 6.7 0.1 0.0 5.2 1.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 0.0 15.2 0.4 0.0 19.2 14.7 <br />LnGrp LOS ABAABB <br />Approach Vol, veh/h 2262 1037 1346 <br />Approach Delay, s/veh 15.2 0.4 17.8 <br />Approach LOS B A B <br />Timer - Assigned Phs 2 4 6 <br />Phs Duration (G+Y+Rc), s 34.0 24.5 34.0 <br />Change Period (Y+Rc), s 6.0 6.0 6.0 <br />Max Green Setting (Gmax), s 28.0 20.0 28.0 <br />Max Q Clear Time (g_c+I1), s 23.5 16.2 2.0 <br />Green Ext Time (p_c), s 3.7 2.4 5.2 <br />Intersection Summary <br />HCM 6th Ctrl Delay 12.6 <br />HCM 6th LOS B
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