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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\([LVWLQJ3OXV3URMHFW$0 <br />'XEOLQ&DQ\RQ5G&DQ\RQ:D\ )RRWKLOO5G <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) 192 93 254 10 31 96 138 423 31 843 855 300 <br />Future Volume (veh/h) 192 93 254 10 31 96 138 423 31 843 855 300 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.96 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 198 96 262 12 37 116 152 465 34 969 983 345 <br />Peak Hour Factor 0.97 0.97 0.97 0.83 0.83 0.83 0.91 0.91 0.91 0.87 0.87 0.87 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 387 518 576 53 364 1471 288 1170 84 1099 2431 703 <br />Arrive On Green 0.11 0.27 0.27 0.03 0.19 0.19 0.08 0.23 0.20 0.31 0.46 0.43 <br />Sat Flow, veh/h 3594 1945 1582 1853 1945 2901 3594 5040 364 3594 5310 1635 <br />Grp Volume(v), veh/h 198 96 262 12 37 116 152 325 174 969 983 345 <br />Grp Sat Flow(s),veh/h/ln 1797 1945 1582 1853 1945 1451 1797 1770 1864 1797 1770 1635 <br />Q Serve(g_s), s 3.7 2.7 9.1 0.5 1.1 1.5 2.9 5.6 5.7 18.4 8.8 10.9 <br />Cycle Q Clear(g_c), s 3.7 2.7 9.1 0.5 1.1 1.5 2.9 5.6 5.7 18.4 8.8 10.9 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.20 1.00 1.00 <br />Lane Grp Cap(c), veh/h 387 518 576 53 364 1471 288 822 433 1099 2431 703 <br />V/C Ratio(X) 0.51 0.19 0.45 0.23 0.10 0.08 0.53 0.40 0.40 0.88 0.40 0.49 <br />Avail Cap(c_a), veh/h 501 840 838 206 786 2100 400 1282 675 1151 3032 888 <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 30.3 20.3 17.6 34.1 24.2 9.1 31.7 23.3 23.5 23.7 13.0 14.8 <br />Incr Delay (d2), s/veh 0.4 0.1 0.2 0.8 0.0 0.0 0.6 0.7 1.3 7.6 0.2 1.1 <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 1.6 1.2 3.1 0.2 0.5 0.4 1.2 2.2 2.4 8.0 3.0 3.8 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 30.7 20.4 17.8 34.9 24.2 9.1 32.3 24.0 24.8 31.3 13.2 15.9 <br />LnGrp LOS CCBCCACCCCBB <br />Approach Vol, veh/h 556 165 651 2297 <br />Approach Delay, s/veh 22.8 14.4 26.1 21.2 <br />Approach LOS C B C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 25.0 19.7 10.7 16.5 8.8 35.9 5.1 22.1 <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 20.4 7.7 5.7 3.5 4.9 12.9 2.5 11.1 <br />Green Ext Time (p_c), s 0.6 3.6 0.1 0.4 0.1 13.6 0.0 0.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 22.0 <br />HCM 6th LOS C <br />lt t .,,.,, ltlt ttf+ ltlt ttt
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