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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 />)RRWKLOO5G ,:%2II5DPS 09/13/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 3 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Volume (veh/h) 355 891 1698 0 0 896 <br />Future Volume (veh/h) 355 891 1698 0 0 896 <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 1945 1945 0 0 1945 <br />Adj Flow Rate, veh/h 413 1036 1826 0 0 1042 <br />Peak Hour Factor 0.86 0.86 0.93 0.93 0.86 0.86 <br />Percent Heavy Veh, % 222002 <br />Cap, veh/h 1676 1353 2417 0 0 1682 <br />Arrive On Green 0.47 0.47 0.46 0.00 0.00 0.46 <br />Sat Flow, veh/h 3594 2901 5660 0 0 3890 <br />Grp Volume(v), veh/h 413 1036 1826 0 0 1042 <br />Grp Sat Flow(s),veh/h/ln 1797 1451 1770 0 0 1848 <br />Q Serve(g_s), s 5.3 22.7 21.8 0.0 0.0 16.4 <br />Cycle Q Clear(g_c), s 5.3 22.7 21.8 0.0 0.0 16.4 <br />Prop In Lane 1.00 1.00 0.00 0.00 <br />Lane Grp Cap(c), veh/h 1676 1353 2417 0 0 1682 <br />V/C Ratio(X) 0.25 0.77 0.76 0.00 0.00 0.62 <br />Avail Cap(c_a), veh/h 3223 2602 3151 0 0 2193 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)1.00 1.00 1.00 0.00 0.00 1.00 <br />Uniform Delay (d), s/veh 12.3 16.9 17.3 0.0 0.0 15.8 <br />Incr Delay (d2), s/veh 0.1 0.9 0.8 0.0 0.0 0.4 <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 1.9 6.6 7.6 0.0 0.0 5.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 12.4 17.9 18.1 0.0 0.0 16.2 <br />LnGrp LOS BBBAAB <br />Approach Vol, veh/h 1449 1826 1042 <br />Approach Delay, s/veh 16.3 18.1 16.2 <br />Approach LOS B B B <br />Timer - Assigned Phs 2 6 8 <br />Phs Duration (G+Y+Rc), s 37.8 37.8 38.7 <br />Change Period (Y+Rc), s 4.1 4.1 4.1 <br />Max Green Setting (Gmax), s 44.3 44.3 67.5 <br />Max Q Clear Time (g_c+I1), s 23.8 18.4 24.7 <br />Green Ext Time (p_c), s 9.9 5.2 9.9 <br />Intersection Summary <br />HCM 6th Ctrl Delay 17.0 <br />HCM 6th LOS B <br />tt
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