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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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HCM 6th TWSC Intersection Summary Cumulative AM (with Project) <br />7: Laurel Creek Drive/Stoneridge Drive & Foothill Rd 11/21/2019 <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) 20 40 60 220 60 420 30 410 110 430 429 10 <br />Future Volume (veh/h) 20 40 60 220 60 420 30 410 110 430 429 10 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.99 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 22 44 67 244 67 467 33 456 122 478 477 11 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 70 152 232 310 687 1570 86 1016 403 622 1483 600 <br />Arrive On Green 0.04 0.22 0.20 0.17 0.35 0.35 0.05 0.27 0.25 0.17 0.40 0.37 <br />Sat Flow, veh/h 1853 679 1034 1853 1945 2803 1853 3696 1625 3594 3696 1601 <br />Grp Volume(v), veh/h 22 0 111 244 67 467 33 456 122 478 477 11 <br />Grp Sat Flow(s),veh/h/ln 1853 0 1713 1853 1945 1401 1853 1848 1625 1797 1848 1601 <br />Q Serve(g_s), s 0.9 0.0 4.1 9.4 1.7 6.7 1.3 7.6 4.6 9.5 6.6 0.3 <br />Cycle Q Clear(g_c), s 0.9 0.0 4.1 9.4 1.7 6.7 1.3 7.6 4.6 9.5 6.6 0.3 <br />Prop In Lane 1.00 0.60 1.00 1.00 1.00 1.00 1.00 1.00 <br />Lane Grp Cap(c), veh/h 70 0 384 310 687 1570 86 1016 403 622 1483 600 <br />V/C Ratio(X) 0.31 0.00 0.29 0.79 0.10 0.30 0.38 0.45 0.30 0.77 0.32 0.02 <br />Avail Cap(c_a), veh/h 199 0 643 372 912 1895 223 1436 588 771 1783 729 <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 0.00 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 34.9 0.0 24.5 29.8 16.2 8.9 34.5 22.4 22.8 29.4 15.4 14.7 <br />Incr Delay (d2), s/veh 0.9 0.0 0.2 7.3 0.0 0.0 1.0 0.7 0.9 2.8 0.3 0.0 <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 0.4 0.0 1.6 4.5 0.7 1.9 0.6 3.1 1.8 4.0 2.5 0.1 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 35.9 0.0 24.7 37.1 16.2 9.0 35.6 23.0 23.7 32.2 15.6 14.7 <br />LnGrp LOS DACDBADCCCBB <br />Approach Vol, veh/h 133 778 611 966 <br />Approach Delay, s/veh 26.5 18.4 23.9 23.8 <br />Approach LOS C B C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 15.9 23.5 5.8 29.4 6.5 32.9 15.5 19.7 <br />Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 <br />Max Green Setting (Gmax), s 15.0 26.0 7.0 32.0 8.0 33.0 14.0 25.0 <br />Max Q Clear Time (g_c+I1), s 11.5 9.6 2.9 8.7 3.3 8.6 11.4 6.1 <br />Green Ext Time (p_c), s 0.5 2.9 0.0 1.4 0.0 4.5 0.1 0.2 <br />Intersection Summary <br />HCM 6th Ctrl Delay 22.3 <br />HCM 6th LOS C <br />Notes <br />User approved changes to right turn type.
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