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HCM 2010 Signalized Intersection Summary8: El Camino Real & Redwood Ave/Main St9/15/2017El 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) 50 50 792 50 50 9 0 1042 442 0 1646 180Future Volume (veh/h) 50 50 792 50 50 9 0 1042 442 0 1646 180Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.97Parking 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 1900 1792 1900 1900 1900 0 1827 1845 0 1863 1792Adj Flow Rate, veh/h 52 52 825 52 52 9 0 1085 460 0 1715 188Adj No. of Lanes 011010021021Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Percent Heavy Veh, %006000043026Cap, veh/h 415 398 699 255 242 38 0 1551 684 0 1581 657Arrive On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.00 0.45 0.45 0.00 0.89 0.89Sat Flow, veh/h 764 850 1494 426 517 82 0 3563 1531 0 3632 1471Grp Volume(v), veh/h 104 0 825 113 0 0 0 1085 460 0 1715 188Grp Sat Flow(s),veh/h/ln1614 0 1494 1024 0 0 0 1736 1531 0 1770 1471Q Serve(g_s), s 0.0 0.0 44.0 1.8 0.0 0.0 0.0 23.6 22.3 0.0 42.0 1.7Cycle Q Clear(g_c), s 2.9 0.0 44.0 4.7 0.0 0.0 0.0 23.6 22.3 0.0 42.0 1.7Prop In Lane 0.50 1.00 0.46 0.08 0.00 1.00 0.00 1.00Lane Grp Cap(c), veh/h 813 0 699 535 0 0 0 1551 684 0 1581 657V/C Ratio(X) 0.13 0.00 1.18 0.21 0.00 0.00 0.00 0.70 0.67 0.00 1.08 0.29Avail Cap(c_a), veh/h 813 0 699 535 0 0 0 1551 684 0 1581 657HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.71 0.71Uniform Delay (d), s/veh14.1 0.0 25.0 14.3 0.0 0.0 0.0 20.9 20.6 0.0 5.0 2.9Incr Delay (d2), s/veh 0.1 0.0 95.1 0.2 0.0 0.0 0.0 2.7 5.2 0.0 46.5 0.8Initial 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/ln1.5 0.0 36.6 1.7 0.0 0.0 0.0 11.9 10.3 0.0 26.9 0.8LnGrp Delay(d),s/veh 14.1 0.0 120.1 14.5 0.0 0.0 0.0 23.6 25.8 0.0 51.5 3.6LnGrp LOS B F B C C F AApproach Vol, veh/h 92911315451903Approach Delay, s/veh 108.314.524.246.8Approach LOSFBCDTimer12345678Assigned Phs2468Phs Duration (G+Y+Rc), s 46.0 48.0 46.0 48.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 42.0 44.0 42.0 44.0Max Q Clear Time (g_c+I1), s 25.6 46.0 44.0 6.7Green Ext Time (p_c), s 15.3 0.0 0.0 6.5Intersection SummaryHCM 2010 Ctrl Delay50.9HCM 2010 LOSDHCM 2010 Signalized Intersection Summary8: El Camino Real & Redwood Ave/Main St9/15/2017El 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) 50 50 679 50 50 20 0 1520 687 0 1433 268Future Volume (veh/h) 50 50 679 50 50 20 0 1520 687 0 1433 268Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.98 1.00 0.98 1.00 0.96Parking 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 1900 1881 1900 1900 1900 0 1881 1881 0 1881 1881Adj Flow Rate, veh/h 52 52 707 52 52 21 0 1583 716 0 1493 279Adj No. of Lanes 011010021021Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Percent Heavy Veh, %001000011011Cap, veh/h 396 380 699 243 235 86 0 1678 733 0 1678 720Arrive On Green 0.45 0.45 0.45 0.45 0.45 0.45 0.00 0.47 0.47 0.00 0.94 0.94Sat Flow, veh/h 760 847 1557 426 523 192 0 3668 1562 0 3668 1534Grp Volume(v), veh/h 104 0 707 125 0 0 0 1583 716 0 1493 279Grp Sat Flow(s),veh/h/ln1607 0 1557 1141 0 0 0 1787 1562 0 1787 1534Q Serve(g_s), s 0.0 0.0 44.0 2.0 0.0 0.0 0.0 41.3 44.0 0.0 15.2 1.7Cycle Q Clear(g_c), s 3.2 0.0 44.0 5.2 0.0 0.0 0.0 41.3 44.0 0.0 15.2 1.7Prop In Lane 0.50 1.00 0.42 0.17 0.00 1.00 0.00 1.00Lane Grp Cap(c), veh/h 776 0 699 564 0 0 0 1678 733 0 1678 720V/C Ratio(X) 0.13 0.00 1.01 0.22 0.00 0.00 0.00 0.94 0.98 0.00 0.89 0.39Avail Cap(c_a), veh/h 776 0 699 564 0 0 0 1678 733 0 1678 720HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.76 0.76Uniform Delay (d), s/veh15.7 0.0 27.0 16.1 0.0 0.0 0.0 24.8 25.5 0.0 2.1 1.6Incr Delay (d2), s/veh 0.1 0.0 36.8 0.2 0.0 0.0 0.0 12.1 27.9 0.0 5.9 1.2Initial 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/ln1.7 0.0 26.0 2.0 0.0 0.0 0.0 23.1 24.6 0.0 6.8 0.9LnGrp Delay(d),s/veh 15.8 0.0 63.8 16.3 0.0 0.0 0.0 36.9 53.4 0.0 8.0 2.8LnGrp LOS B F B D D A AApproach Vol, veh/h 81112522991772Approach Delay, s/veh 57.716.342.07.2Approach LOSEBDATimer12345678Assigned Phs2468Phs Duration (G+Y+Rc), s 50.0 48.0 50.0 48.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 46.0 44.0 46.0 44.0Max Q Clear Time (g_c+I1), s 46.0 46.0 17.2 7.2Green Ext Time (p_c), s 0.0 0.0 27.3 5.5Intersection SummaryHCM 2010 Ctrl Delay31.6HCM 2010 LOSC
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