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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\([LVWLQJ$0 <br />)RRWKLOO5G ,:%2IIUDPS 09/13/2019 <br />Hidden Canyon-Lester Property Synchro 10 Report <br />TJKM Page 3 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Volume (veh/h) 739 646 690 0 0 1053 <br />Future Volume (veh/h) 739 646 690 0 0 1053 <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 840 734 767 0 0 1197 <br />Peak Hour Factor 0.88 0.88 0.90 0.90 0.88 0.88 <br />Percent Heavy Veh, % 222002 <br />Cap, veh/h 1603 1294 2352 0 0 1637 <br />Arrive On Green 0.45 0.45 0.44 0.00 0.00 0.44 <br />Sat Flow, veh/h 3594 2901 5660 0 0 3890 <br />Grp Volume(v), veh/h 840 734 767 0 0 1197 <br />Grp Sat Flow(s),veh/h/ln 1797 1451 1770 0 0 1848 <br />Q Serve(g_s), s 9.1 10.2 5.1 0.0 0.0 14.4 <br />Cycle Q Clear(g_c), s 9.1 10.2 5.1 0.0 0.0 14.4 <br />Prop In Lane 1.00 1.00 0.00 0.00 <br />Lane Grp Cap(c), veh/h 1603 1294 2352 0 0 1637 <br />V/C Ratio(X) 0.52 0.57 0.33 0.00 0.00 0.73 <br />Avail Cap(c_a), veh/h 4556 3678 4456 0 0 3101 <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 10.8 11.1 9.8 0.0 0.0 12.4 <br />Incr Delay (d2), s/veh 0.3 0.4 0.1 0.0 0.0 0.6 <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 2.8 2.5 1.5 0.0 0.0 4.4 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 11.1 11.5 9.9 0.0 0.0 13.1 <br />LnGrp LOS BBAAAB <br />Approach Vol, veh/h 1574 767 1197 <br />Approach Delay, s/veh 11.3 9.9 13.1 <br />Approach LOS B A B <br />Timer - Assigned Phs 2 6 8 <br />Phs Duration (G+Y+Rc), s 27.0 27.0 27.1 <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 7.1 16.4 12.2 <br />Green Ext Time (p_c), s 3.7 6.4 10.9 <br />Intersection Summary <br />HCM 6th Ctrl Delay 11.6 <br />HCM 6th LOS B <br />tt
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