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HCM 2010 Signalized Intersection Summary3: El Camino Real & James Ave9/18/2017El Camino Real Corridor PlanSynchro 8 ReportAM Peak Hour Existing ConditionsW-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) 0.87 0.83 0.91 0.77 1.00 0.90 1.00 0.85Parking 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 1845 1900Adj Flow Rate, veh/h 111 90 155 43 61 52 214 1131 52 74 1102 99Adj No. of Lanes 111110121121Peak 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, %121267714231330Cap, veh/h 203 353 253 196 141 120 251 2198 748 91 1929 760Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.14 0.63 0.63 0.11 1.00 1.00Sat Flow, veh/h 1119 1863 1333 833 745 635 1792 3471 1181 1601 3505 1380Grp Volume(v), veh/h 111 90 155 43 0 113 214 1131 52 74 1102 99Grp Sat Flow(s),veh/h/ln1119 1863 1333 833 0 1380 1792 1736 1181 1601 1752 1380Q Serve(g_s), s 9.7 4.1 10.7 4.6 0.0 7.2 11.7 17.7 1.7 4.5 0.0 0.0Cycle Q Clear(g_c), s 16.9 4.1 10.7 8.7 0.0 7.2 11.7 17.7 1.7 4.5 0.0 0.0Prop In Lane 1.00 1.00 1.00 0.46 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 203 353 253 196 0 262 251 2198 748 91 1929 760V/C Ratio(X) 0.55 0.25 0.61 0.22 0.00 0.43 0.85 0.51 0.07 0.81 0.57 0.13Avail Cap(c_a), veh/h 204 354 253 196 0 262 394 2198 748 160 1929 760HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.65 0.65 0.65 0.92 0.92 0.92Uniform Delay (d), s/veh43.2 34.5 37.2 38.2 0.0 35.8 42.0 10.0 7.0 43.8 0.0 0.0Incr Delay (d2), s/veh 3.0 0.4 4.3 0.6 0.0 1.1 7.0 0.6 0.1 14.2 1.1 0.3Initial 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/ln3.2 2.2 4.2 1.1 0.0 2.8 6.3 8.5 0.6 2.3 0.3 0.1LnGrp Delay(d),s/veh 46.2 34.9 41.5 38.8 0.0 36.9 49.0 10.5 7.2 57.9 1.1 0.3LnGrp LOS DCDD DDBAEAAApproach Vol, veh/h 35615613971275Approach Delay, s/veh 41.337.416.34.4Approach LOSDDBATimer12345678Assigned Phs1 2 4 5 6 8Phs Duration (G+Y+Rc), s9.7 67.3 23.0 18.0 59.0 23.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s10.0 59.0 19.0 22.0 47.0 19.0Max Q Clear Time (g_c+I1), s6.5 19.7 18.9 13.7 2.0 10.7Green Ext Time (p_c), s 0.0 25.4 0.0 0.4 27.6 1.8Intersection SummaryHCM 2010 Ctrl Delay15.3HCM 2010 LOSBNotesHCM 2010 Signalized Intersection Summary3: El Camino Real & James Ave9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 4MovementEBL 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) 0.96 0.90 0.94 0.87 1.00 0.93 1.00 0.93Parking 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 1881 1900Adj Flow Rate, veh/h 65 49 77 119 76 100 94 1452 35 124 1320 73Adj No. of Lanes 111110121121Peak 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, %04012330122710Cap, veh/h 72 329 261 242 148 149 128 2171 751 165 2264 951Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.13 1.00 1.00 0.06 0.42 0.42Sat Flow, veh/h 1176 1827 1447 1078 647 852 1810 3574 1234 1691 3574 1500Grp Volume(v), veh/h 65 49 77 119 0 176 94 1452 35 124 1320 73Grp Sat Flow(s),veh/h/ln1176 1827 1447 1078 0 1499 1810 1787 1234 1691 1787 1500Q Serve(g_s), s 5.4 2.3 4.6 10.5 0.0 10.9 5.0 0.0 0.0 7.2 28.2 2.9Cycle Q Clear(g_c), s 16.3 2.3 4.6 12.7 0.0 10.9 5.0 0.0 0.0 7.2 28.2 2.9Prop In Lane 1.00 1.00 1.00 0.57 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 72 329 261 242 0 271 128 2171 751 165 2264 951V/C Ratio(X) 0.90 0.15 0.30 0.49 0.00 0.65 0.73 0.67 0.05 0.75 0.58 0.08Avail Cap(c_a), veh/h 155 329 261 242 0 270 199 2178 752 237 2267 952HCM 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 0.48 0.48 0.48 0.88 0.88 0.88Uniform Delay (d), s/veh50.0 34.5 35.5 39.9 0.0 38.2 42.3 0.0 0.0 46.0 18.9 11.4Incr Delay (d2), s/veh 29.8 0.2 0.6 1.5 0.0 5.4 3.8 0.8 0.1 6.9 1.0 0.1Initial Q Delay(d3),s/veh106.3 0.0 0.0 0.0 0.0 0.3 14.8 0.2 0.1 17.0 0.1 0.0%ile BackOfQ(50%),veh/ln4.7 1.2 1.9 3.2 0.0 5.0 3.5 0.3 0.0 4.9 14.5 1.4LnGrp Delay(d),s/veh 186.1 34.8 36.1 41.5 0.0 43.9 61.0 1.0 0.1 70.0 19.9 11.6LnGrp LOS FCDD DEAAEBBApproach Vol, veh/h 19129515811517Approach Delay, s/veh 86.842.94.523.6Approach LOSFDACTimer12345678Assigned Phs1 2 4 5 6 8Phs Duration (G+Y+Rc), s13.1 64.9 22.0 10.6 67.4 22.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s14.0 56.0 18.0 11.0 59.0 18.0Max Q Clear Time (g_c+I1), s9.2 2.0 18.3 7.0 30.2 14.7Green Ext Time (p_c), s 0.1 39.9 0.0 0.1 24.2 0.8Intersection SummaryHCM 2010 Ctrl Delay20.1HCM 2010 LOSCNotes
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