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HCM 2010 Signalized Intersection Summary3: El Camino Real & James Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportAM Peak Hour Existing Conditions Preferred Alternative W-TransMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 108 87 153 42 59 57 208 1097 65 72 1069 105Future Volume (veh/h) 108 87 153 42 59 57 208 1097 65 72 1069 105Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.84 1.00 0.72 1.00 0.88 1.00 0.83Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1881 1863 1881 1508 1720 1900 1881 1827 1545 1681 1849 1900Adj Flow Rate, veh/h 111 90 155 43 61 52 214 1131 52 74 1102 99Adj No. of Lanes 111110121120Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Percent Heavy Veh, %121267714231333Cap, veh/h 140 379 274 50 115 98 250 1855 621 92 1447 130Arrive On Green 0.08 0.20 0.20 0.03 0.16 0.16 0.09 0.36 0.36 0.08 0.60 0.60Sat Flow, veh/h 1792 1863 1350 1436 722 615 1792 3471 1161 1601 3199 287Grp Volume(v), veh/h 111 90 155 43 0 113 214 1131 52 74 604 597Grp Sat Flow(s),veh/h/ln1792 1863 1350 1436 0 1337 1792 1736 1161 1601 1757 1728Q Serve(g_s), s 5.7 3.8 9.7 2.8 0.0 7.3 11.1 25.2 2.8 4.3 23.7 23.9Cycle Q Clear(g_c), s 5.7 3.8 9.7 2.8 0.0 7.3 11.1 25.2 2.8 4.3 23.7 23.9Prop In Lane 1.00 1.00 1.00 0.46 1.00 1.00 1.00 0.17Lane Grp Cap(c), veh/h 140 379 274 50 0 214 250 1855 621 92 795 782V/C Ratio(X) 0.79 0.24 0.56 0.87 0.00 0.53 0.86 0.61 0.08 0.80 0.76 0.76Avail Cap(c_a), veh/h 172 379 274 107 0 228 286 1855 621 170 795 782HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.33 1.33 1.33Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.56 0.56 0.56 0.89 0.89 0.89Uniform Delay (d), s/veh42.6 31.3 33.7 45.2 0.0 36.2 41.7 22.1 14.9 42.9 15.0 15.0Incr Delay (d2), s/veh 18.6 0.3 2.7 33.0 0.0 2.0 12.1 0.8 0.1 13.4 6.1 6.2Initial 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%ile BackOfQ(50%),veh/ln3.6 2.0 3.8 1.6 0.0 2.8 6.3 12.3 0.9 2.2 12.7 12.5LnGrp Delay(d),s/veh 61.2 31.7 36.4 78.1 0.0 38.3 53.8 23.0 15.1 56.3 21.0 21.3LnGrp LOS E C D E D D C B E C CApproach Vol, veh/h 35615613971275Approach Delay, s/veh 42.949.227.423.2Approach LOSDDCCTimer12345678Assigned Phs12345678Phs Duration (G+Y+Rc), s9.4 54.2 7.2 23.1 17.1 46.5 11.3 19.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s10.0 43.0 7.0 18.0 15.0 38.0 9.0 16.0Max Q Clear Time (g_c+I1), s6.3 27.2 4.8 11.7 13.1 25.9 7.7 9.3Green Ext Time (p_c), s 0.0 12.8 0.0 1.0 0.1 10.1 0.0 0.3Intersection SummaryHCM 2010 Ctrl Delay28.5HCM 2010 LOSCNotesHCM 2010 Signalized Intersection Summary3: El Camino Real & James Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportPM Peak Hour Existing Conditions Preferred Alternative W-TransMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 62 47 78 113 72 97 89 1379 46 118 1254 75Future Volume (veh/h) 62 47 78 113 72 97 89 1379 46 118 1254 75Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 300010362441Ped-Bike Adj(A_pbT) 1.00 0.87 1.00 0.87 1.00 0.92 1.00 0.92Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1900 1827 1900 1696 1795 1900 1900 1881 1557 1776 1882 1900Adj Flow Rate, veh/h 65 49 77 119 76 100 94 1452 35 124 1320 73Adj No. of Lanes 111110121120Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Percent Heavy Veh, %04012330122711Cap, veh/h 94 260 201 144 137 150 125 1836 634 159 1858 101Arrive On Green 0.05 0.14 0.14 0.09 0.18 0.18 0.13 1.00 1.00 0.06 0.36 0.36Sat Flow, veh/h 1810 1827 1404 1616 647 852 1810 3574 1223 1691 3429 189Grp Volume(v), veh/h 65 49 77 119 0 176 94 1452 35 124 687 706Grp Sat Flow(s),veh/h/ln1810 1827 1404 1616 0 1499 1810 1787 1223 1691 1788 1830Q Serve(g_s), s 3.5 2.3 4.9 7.1 0.0 10.7 4.9 0.0 0.0 7.1 32.2 32.4Cycle Q Clear(g_c), s 3.5 2.3 4.9 7.1 0.0 10.7 4.9 0.0 0.0 7.1 32.2 32.4Prop In Lane 1.00 1.00 1.00 0.57 1.00 1.00 1.00 0.10Lane Grp Cap(c), veh/h 94 260 201 144 0 273 125 1836 634 159 968 991V/C Ratio(X) 0.69 0.19 0.38 0.82 0.00 0.65 0.75 0.79 0.06 0.78 0.71 0.71Avail Cap(c_a), veh/h 166 298 229 165 0 271 148 1855 635 173 972 994HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.67 0.67 0.67Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.42 0.42 0.42 0.86 0.86 0.86Uniform Delay (d), s/veh46.0 37.0 38.1 43.9 0.0 37.3 41.7 0.3 0.0 45.4 24.8 24.9Incr Delay (d2), s/veh 8.7 0.3 1.2 25.0 0.0 5.2 7.3 1.5 0.1 16.5 3.8 3.7Initial Q Delay(d3),s/veh 23.6 0.0 0.0 0.0 0.0 0.3 16.7 0.4 0.1 20.8 0.1 0.1%ile BackOfQ(50%),veh/ln2.9 1.2 1.9 4.2 0.0 4.9 3.6 2.1 0.2 5.4 17.3 17.7LnGrp Delay(d),s/veh 78.3 37.4 39.3 68.8 0.0 42.8 65.8 2.2 0.2 82.7 28.7 28.7LnGrp LOS E D D E D E A A F C CApproach Vol, veh/h 19129515811517Approach Delay, s/veh 52.153.35.933.1Approach LOSDDACTimer12345678Assigned Phs12345678Phs Duration (G+Y+Rc), s12.8 54.9 12.8 17.6 10.4 57.3 8.6 21.7Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s10.0 46.0 10.0 16.0 8.0 48.0 9.0 17.0Max Q Clear Time (g_c+I1), s9.1 2.0 9.1 6.9 6.9 34.4 5.5 12.7Green Ext Time (p_c), s 0.0 33.9 0.0 0.5 0.0 12.3 0.0 0.7Intersection SummaryHCM 2010 Ctrl Delay23.8HCM 2010 LOSCNotes
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