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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 'XEOLQ&\Q5G&DQ\RQ:D\09/13/2019 <br />Hidden Canyon (Lester Property) TIS 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) 466 111 702 48 67 996 184 995 9 307 904 155 <br />Future Volume (veh/h) 466 111 702 48 67 996 184 995 9 307 904 155 <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 0.97 <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 512 122 771 56 79 1172 207 1118 10 323 952 163 <br />Peak Hour Factor 0.91 0.91 0.91 0.85 0.85 0.85 0.89 0.89 0.89 0.95 0.95 0.95 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 411 762 800 100 645 1363 322 1575 14 456 1740 490 <br />Arrive On Green 0.11 0.39 0.39 0.05 0.33 0.33 0.09 0.29 0.27 0.13 0.33 0.30 <br />Sat Flow, veh/h 3594 1945 1617 1853 1945 2901 3594 5426 49 3594 5310 1606 <br />Grp Volume(v), veh/h 512 122 771 56 79 1172 207 729 399 323 952 163 <br />Grp Sat Flow(s),veh/h/ln 1797 1945 1617 1853 1945 1451 1797 1770 1934 1797 1770 1606 <br />Q Serve(g_s), s 10.0 3.6 34.3 2.6 2.5 29.0 4.9 16.1 16.1 7.5 12.9 6.9 <br />Cycle Q Clear(g_c), s 10.0 3.6 34.3 2.6 2.5 29.0 4.9 16.1 16.1 7.5 12.9 6.9 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 1.00 <br />Lane Grp Cap(c), veh/h 411 762 800 100 645 1363 322 1027 561 456 1740 490 <br />V/C Ratio(X) 1.25 0.16 0.96 0.56 0.12 0.86 0.64 0.71 0.71 0.71 0.55 0.33 <br />Avail Cap(c_a), veh/h 411 762 800 169 645 1363 329 1052 575 945 2488 716 <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 38.8 17.3 21.5 40.4 20.4 20.6 38.5 27.8 27.8 36.6 24.1 23.5 <br />Incr Delay (d2), s/veh 129.9 0.0 23.2 1.8 0.0 5.5 3.2 2.8 5.1 0.8 0.6 0.8 <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 11.7 1.6 19.0 1.2 1.1 10.9 2.2 6.7 7.7 3.2 5.0 2.7 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 168.7 17.3 44.7 42.2 20.4 26.2 41.7 30.6 32.9 37.4 24.7 24.4 <br />LnGrp LOS FBDDCCDCCDCC <br />Approach Vol, veh/h 1405 1307 1335 1438 <br />Approach Delay, s/veh 87.5 26.5 33.0 27.5 <br />Approach LOS F C C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 14.1 28.4 13.0 32.0 10.8 31.7 7.7 37.3 <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 9.5 18.1 12.0 31.0 6.9 14.9 4.6 36.3 <br />Green Ext Time (p_c), s 0.6 3.4 0.0 0.0 0.0 10.8 0.0 0.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 44.0 <br />HCM 6th LOS D <br />lt t .,,.,, ltlt ttf+ ltlt ttt
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