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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\1HDU7HUP1R3URMHFW$0 <br />'XEOLQ&DQ\RQ5G&DQ\RQ:D\ )RRWKLOO5G 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) 190 130 210 20 30 250 100 630 30 970 1100 220 <br />Future Volume (veh/h) 190 130 210 20 30 250 100 630 30 970 1100 220 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.97 1.00 0.99 <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 207 141 228 22 33 272 109 685 33 1054 1196 239 <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 385 484 533 69 349 1431 259 1326 64 1081 2574 750 <br />Arrive On Green 0.11 0.25 0.25 0.04 0.18 0.18 0.07 0.26 0.23 0.30 0.48 0.46 <br />Sat Flow, veh/h 3594 1945 1577 1853 1945 2901 3594 5183 248 3594 5310 1636 <br />Grp Volume(v), veh/h 207 141 228 22 33 272 109 467 251 1054 1196 239 <br />Grp Sat Flow(s),veh/h/ln 1797 1945 1577 1853 1945 1451 1797 1770 1891 1797 1770 1636 <br />Q Serve(g_s), s 4.2 4.5 8.6 0.9 1.1 4.0 2.2 8.6 8.7 22.2 11.5 7.1 <br />Cycle Q Clear(g_c), s 4.2 4.5 8.6 0.9 1.1 4.0 2.2 8.6 8.7 22.2 11.5 7.1 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.13 1.00 1.00 <br />Lane Grp Cap(c), veh/h 385 484 533 69 349 1431 259 906 484 1081 2574 750 <br />V/C Ratio(X) 0.54 0.29 0.43 0.32 0.09 0.19 0.42 0.52 0.52 0.98 0.46 0.32 <br />Avail Cap(c_a), veh/h 470 788 779 194 738 2011 376 1204 643 1081 2847 834 <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 32.4 23.3 19.8 35.9 26.2 10.8 34.0 24.4 24.5 26.5 13.1 13.1 <br />Incr Delay (d2), s/veh 0.4 0.1 0.2 1.0 0.0 0.0 0.4 1.0 1.8 21.4 0.3 0.5 <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 1.8 2.0 3.0 0.4 0.5 1.1 0.9 3.4 3.8 11.6 3.9 2.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 32.8 23.4 20.0 36.8 26.2 10.9 34.4 25.4 26.4 47.9 13.4 13.7 <br />LnGrp LOS CCCDCBCCCDBB <br />Approach Vol, veh/h 576 327 827 2489 <br />Approach Delay, s/veh 25.4 14.2 26.9 28.0 <br />Approach LOS C B C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 26.0 22.6 11.2 16.7 8.5 40.1 5.9 22.0 <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 24.2 10.7 6.2 6.0 4.2 13.5 2.9 10.6 <br />Green Ext Time (p_c), s 0.0 4.7 0.1 0.8 0.0 14.5 0.0 0.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 26.4 <br />HCM 6th LOS C <br />lt t .,,.,, ltlt ttf+ ltlt ttt
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