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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\&XPXODWLYH$0ZLWK3URMHFW <br />'XEOLQ&DQ\RQ5G&DQ\RQ:D\ )RRWKLOO5G 09/24/2019 <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) 190 130 209 20 30 300 100 830 30 970 1250 289 <br />Future Volume (veh/h) 190 130 209 20 30 300 100 830 30 970 1250 289 <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 207 141 227 22 33 326 109 902 33 1054 1359 314 <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 379 477 523 68 344 1392 252 1450 53 1043 2636 771 <br />Arrive On Green 0.11 0.25 0.25 0.04 0.18 0.18 0.07 0.28 0.25 0.29 0.50 0.47 <br />Sat Flow, veh/h 3594 1945 1576 1853 1945 2901 3594 5252 192 3594 5310 1636 <br />Grp Volume(v), veh/h 207 141 227 22 33 326 109 607 328 1054 1359 314 <br />Grp Sat Flow(s),veh/h/ln 1797 1945 1576 1853 1945 1451 1797 1770 1904 1797 1770 1636 <br />Q Serve(g_s), s 4.3 4.7 9.0 0.9 1.1 5.2 2.3 11.9 11.9 23.0 13.7 10.0 <br />Cycle Q Clear(g_c), s 4.3 4.7 9.0 0.9 1.1 5.2 2.3 11.9 11.9 23.0 13.7 10.0 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 <br />Lane Grp Cap(c), veh/h 379 477 523 68 344 1392 252 977 526 1043 2636 771 <br />V/C Ratio(X) 0.55 0.30 0.43 0.32 0.10 0.23 0.43 0.62 0.62 1.01 0.52 0.41 <br />Avail Cap(c_a), veh/h 454 761 753 187 712 1941 363 1162 625 1043 2748 805 <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 33.7 24.3 20.9 37.2 27.3 12.1 35.3 25.1 25.2 28.1 13.5 13.7 <br />Incr Delay (d2), s/veh 0.5 0.1 0.2 1.0 0.0 0.0 0.4 1.5 2.7 30.4 0.3 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 1.8 2.1 3.1 0.4 0.5 1.5 1.0 4.7 5.3 13.3 4.7 3.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 34.1 24.5 21.1 38.2 27.4 12.1 35.8 26.5 27.9 58.5 13.8 14.5 <br />LnGrp LOS CCCDCBDCCFBB <br />Approach Vol, veh/h 575 381 1044 2727 <br />Approach Delay, s/veh 26.6 14.9 27.9 31.2 <br />Approach LOS C B C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 26.0 24.9 11.3 17.0 8.5 42.3 5.9 22.4 <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 25.0 13.9 6.3 7.2 4.3 15.7 2.9 11.0 <br />Green Ext Time (p_c), s 0.0 4.9 0.1 1.0 0.0 15.6 0.0 0.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 28.6 <br />HCM 6th LOS C <br />lt t .,,.,, ltlt ttf+ ltlt ttt
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