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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\([LVWLQJ3OXV3URMHFW30 <br />)RRWKLOO5G 'XEOLQ&\Q5G&DQ\RQ:D\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) 474 114 711 48 72 996 195 995 9 307 904 168 <br />Future Volume (veh/h) 474 114 711 48 72 996 195 995 9 307 904 168 <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 521 125 781 56 85 1172 219 1118 10 323 952 177 <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 409 759 800 100 642 1359 327 1587 14 456 1744 491 <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 0.31 <br />Sat Flow, veh/h 3594 1945 1617 1853 1945 2901 3594 5426 49 3594 5310 1606 <br />Grp Volume(v), veh/h 521 125 781 56 85 1172 219 729 399 323 952 177 <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 3.7 34.3 2.6 2.7 29.0 5.2 16.1 16.1 7.6 12.9 7.6 <br />Cycle Q Clear(g_c), s 10.0 3.7 34.3 2.6 2.7 29.0 5.2 16.1 16.1 7.6 12.9 7.6 <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 409 759 800 100 642 1359 327 1036 566 456 1744 491 <br />V/C Ratio(X) 1.27 0.16 0.98 0.56 0.13 0.86 0.67 0.70 0.70 0.71 0.55 0.36 <br />Avail Cap(c_a), veh/h 409 759 800 169 642 1359 327 1048 572 941 2478 713 <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 38.9 17.5 21.9 40.6 20.6 20.8 38.6 27.7 27.7 36.8 24.1 23.8 <br />Incr Delay (d2), s/veh 140.9 0.0 25.9 1.8 0.0 5.7 4.2 2.7 4.9 0.8 0.6 1.0 <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 12.3 1.6 20.1 1.2 1.2 11.0 2.4 6.7 7.7 3.2 5.0 2.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 179.9 17.5 47.8 42.4 20.6 26.5 42.9 30.4 32.6 37.6 24.7 24.8 <br />LnGrp LOS FBDDCCDCCDCC <br />Approach Vol, veh/h 1427 1313 1347 1452 <br />Approach Delay, s/veh 93.4 26.8 33.1 27.6 <br />Approach LOS F C C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 14.1 28.7 13.0 32.0 11.0 31.8 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 9.6 18.1 12.0 31.0 7.2 14.9 4.6 36.3 <br />Green Ext Time (p_c), s 0.6 3.4 0.0 0.0 0.0 11.0 0.0 0.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 45.7 <br />HCM 6th LOS D <br />lt t .,,.,, ltlt ttf+ ltlt ttt
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