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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\1HDU7HUP3OXV3URMHFW30 <br />)RRWKLOO5G 'XEOLQ&\Q5G&DQ\RQ:D\09/25/2019 <br />Hidden Canyon-Lester Property TIS 7:00 am 09/10/2019 Existing Conditions Synchro 10 Report <br />TJKM Page 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 388 83 715 30 95 1040 171 1340 20 400 1020 163 <br />Future Volume (veh/h) 388 83 715 30 95 1040 171 1340 20 400 1020 163 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.96 1.00 0.98 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Work Zone On Approach No No No No <br />Adj Sat Flow, veh/h/ln 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 <br />Adj Flow Rate, veh/h 426 91 786 33 104 1143 188 1473 22 440 1121 179 <br />Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 393 748 776 78 617 1411 298 1531 23 569 1909 544 <br />Arrive On Green 0.11 0.38 0.38 0.04 0.32 0.32 0.08 0.28 0.26 0.16 0.36 0.34 <br />Sat Flow, veh/h 3594 1945 1616 1853 1945 2901 3594 5387 80 3594 5310 1610 <br />Grp Volume(v), veh/h 426 91 786 33 104 1143 188 968 527 440 1121 179 <br />Grp Sat Flow(s),veh/h/ln 1797 1945 1616 1853 1945 1451 1797 1770 1927 1797 1770 1610 <br />Q Serve(g_s), s 10.0 2.8 35.2 1.6 3.5 29.0 4.6 24.6 24.6 10.7 15.7 7.6 <br />Cycle Q Clear(g_c), s 10.0 2.8 35.2 1.6 3.5 29.0 4.6 24.6 24.6 10.7 15.7 7.6 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.04 1.00 1.00 <br />Lane Grp Cap(c), veh/h 393 748 776 78 617 1411 298 1006 548 569 1909 544 <br />V/C Ratio(X) 1.08 0.12 1.01 0.42 0.17 0.81 0.63 0.96 0.96 0.77 0.59 0.33 <br />Avail Cap(c_a), veh/h 393 748 776 162 617 1411 314 1006 548 904 2380 687 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh 40.7 18.2 23.9 42.7 22.5 19.9 40.6 32.3 32.3 36.9 23.8 22.6 <br />Incr Delay (d2), s/veh 69.9 0.0 35.5 1.4 0.0 3.4 2.6 20.0 29.4 0.9 0.6 0.7 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln 8.2 1.2 23.1 0.8 1.6 10.2 2.1 12.5 15.1 4.5 6.1 2.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 110.7 18.2 59.5 44.1 22.6 23.3 43.2 52.3 61.7 37.8 24.4 23.3 <br />LnGrp LOS FBFDCCDDEDCC <br />Approach Vol, veh/h 1303 1280 1683 1740 <br />Approach Delay, s/veh 73.3 23.8 54.2 27.7 <br />Approach LOS E C D C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 17.5 29.0 13.0 32.0 10.6 35.9 6.8 38.2 <br />Change Period (Y+Rc), s 4.0 6.0 5.0 5.0 4.0 6.0 4.0 5.0 <br />Max Green Setting (Gmax), s 22.0 23.0 8.0 27.0 7.0 38.0 7.0 29.0 <br />Max Q Clear Time (g_c+I1), s 12.7 26.6 12.0 31.0 6.6 17.7 3.6 37.2 <br />Green Ext Time (p_c), s 0.7 0.0 0.0 0.0 0.0 11.7 0.0 0.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 44.2 <br />HCM 6th LOS D <br />lt t .,,.,, ltlt ttf+ ltlt ttt
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