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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 />,1%2IIB5DPS 6WRQHULGJH'U 09/13/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 7 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h) 2135 0 0 1624 175 379 <br />Future Volume (veh/h) 2135 0 0 1624 175 379 <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 1.00 1.00 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 1945 0 0 1945 1945 1945 <br />Adj Flow Rate, veh/h 2346 0 0 1825 182 395 <br />Peak Hour Factor 0.91 0.91 0.89 0.89 0.96 0.96 <br />Percent Heavy Veh, % 200222 <br />Cap, veh/h 2921 0 0 2033 849 685 <br />Arrive On Green 0.55 0.00 0.00 0.55 0.24 0.24 <br />Sat Flow, veh/h 5660 0 0 3890 3594 2901 <br />Grp Volume(v), veh/h 2346 0 0 1825 182 395 <br />Grp Sat Flow(s),veh/h/ln 1770 0 0 1848 1797 1451 <br />Q Serve(g_s), s 21.4 0.0 0.0 26.3 2.4 7.2 <br />Cycle Q Clear(g_c), s 21.4 0.0 0.0 26.3 2.4 7.2 <br />Prop In Lane 0.00 0.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 2921 0 0 2033 849 685 <br />V/C Ratio(X) 0.80 0.00 0.00 0.90 0.21 0.58 <br />Avail Cap(c_a), veh/h 2921 0 0 2033 1258 1015 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)1.00 0.00 0.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh 10.9 0.0 0.0 12.0 18.4 20.3 <br />Incr Delay (d2), s/veh 2.4 0.0 0.0 6.8 0.1 0.8 <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 6.2 0.0 0.0 9.0 0.9 2.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 13.3 0.0 0.0 18.8 18.6 21.0 <br />LnGrp LOS BAABBC <br />Approach Vol, veh/h 2346 1825 577 <br />Approach Delay, s/veh 13.3 18.8 20.3 <br />Approach LOS B B C <br />Timer - Assigned Phs 2 6 8 <br />Phs Duration (G+Y+Rc), s 36.0 36.0 17.2 <br />Change Period (Y+Rc), s 6.0 6.0 6.0 <br />Max Green Setting (Gmax), s 30.0 30.0 18.0 <br />Max Q Clear Time (g_c+I1), s 23.4 28.3 9.2 <br />Green Ext Time (p_c), s 5.4 1.3 1.9 <br />Intersection Summary <br />HCM 6th Ctrl Delay 16.3 <br />HCM 6th LOS B <br />ttt ---tt "i"i .,,.,,
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