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HCM 2010 Signalized Intersection Summary7: El Camino Real & Oak Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportAM Peak Hour Existing Conditions Preferred Alternative W-TransMovementEBL EBR NBL NBT SBU SBT SBRLane ConfigurationsTraffic Volume (veh/h) 153 89 153 913 9 1693 49Future Volume (veh/h) 153 89 153 913 9 1693 49Number7 14 5 2 6 16Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.88 1.000.94Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.99Adj Sat Flow, veh/h/ln 1886 1900 1900 1863 1863 1900Adj Flow Rate, veh/h 159 92 159 951 1764 42Adj No. of Lanes 0 0 1 2 3 0Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96Percent Heavy Veh, % 0 0 0 2 2 2Cap, veh/h 181 105 191 2616 3007 72Arrive On Green 0.18 0.18 0.21 1.00 1.00 1.00Sat Flow, veh/h 1032 597 1810 3632 5254 121Grp Volume(v), veh/h 252 0 159 951 1175 631Grp Sat Flow(s),veh/h/ln1636 0 1810 1770 1695 1817Q Serve(g_s), s 14.1 0.0 7.9 0.0 0.0 0.0Cycle Q Clear(g_c), s 14.1 0.0 7.9 0.0 0.0 0.0Prop In Lane 0.63 0.37 1.000.07Lane Grp Cap(c), veh/h 287 0 191 2616 2004 1074V/C Ratio(X) 0.88 0.00 0.83 0.36 0.59 0.59Avail Cap(c_a), veh/h 383 0 289 2616 2004 1074HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 0.00 0.65 0.65 0.61 0.61Uniform Delay (d), s/veh37.8 0.0 36.3 0.0 0.0 0.0Incr Delay (d2), s/veh 16.0 0.0 8.1 0.3 0.8 1.4Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln7.7 0.0 4.3 0.1 0.2 0.4LnGrp Delay(d),s/veh 53.8 0.0 44.4 0.3 0.8 1.4LnGrp LOS D D A A AApproach Vol, veh/h 2521110 1806Approach Delay, s/veh 53.86.6 1.0Approach LOS DA ATimer12345678Assigned Phs2 4 5 6Phs Duration (G+Y+Rc), s 73.5 20.5 13.9 59.6Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 64.0 22.0 15.0 45.0Max Q Clear Time (g_c+I1), s 2.0 16.1 9.9 2.0Green Ext Time (p_c), s 40.5 0.4 0.2 31.5Intersection SummaryHCM 2010 Ctrl Delay7.2HCM 2010 LOSANotesHCM 2010 Signalized Intersection Summary7: El Camino Real & Oak Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportPM Peak Hour Existing Conditions Preferred Alternative W-TransMovementEBL EBR NBL NBT SBU SBT SBRLane ConfigurationsTraffic Volume (veh/h) 126 75 224 1293 20 1555 92Future Volume (veh/h) 126 75 224 1293 20 1555 92Number7 14 5 2 6 16Initial Q (Qb), veh 0 0 5 0 0 0Ped-Bike Adj(A_pbT) 1.00 0.81 1.000.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.99Adj Sat Flow, veh/h/ln 1893 1900 1900 1863 1882 1900Adj Flow Rate, veh/h 127 65 226 1306 1571 72Adj No. of Lanes 0 0 1 2 3 0Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99Percent Heavy Veh, % 0 0 0 2 1 1Cap, veh/h 164 84 274 2700 2853 131Arrive On Green 0.16 0.16 0.29 1.00 0.77 0.77Sat Flow, veh/h 1052 538 1810 3632 5171 229Grp Volume(v), veh/h 193 0 226 1306 1076 567Grp Sat Flow(s),veh/h/ln1599 0 1810 1770 1713 1806Q Serve(g_s), s 11.4 0.0 11.7 0.0 12.1 12.1Cycle Q Clear(g_c), s 11.4 0.0 11.7 0.0 12.1 12.1Prop In Lane 0.66 0.34 1.000.13Lane Grp Cap(c), veh/h 249 0 274 2700 1954 1030V/C Ratio(X) 0.78 0.00 0.82 0.48 0.55 0.55Avail Cap(c_a), veh/h 326 0 388 2700 1984 1046HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.33 1.33Upstream Filter(I) 1.00 0.00 0.22 0.22 0.70 0.70Uniform Delay (d), s/veh39.7 0.0 33.4 0.0 6.7 6.7Incr Delay (d2), s/veh 8.3 0.0 2.3 0.1 0.8 1.5Initial Q Delay(d3),s/veh 0.0 0.0 13.6 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln5.6 0.0 7.5 0.1 6.0 6.5LnGrp Delay(d),s/veh 48.1 0.0 49.3 0.1 7.5 8.2LnGrp LOS D D A A AApproach Vol, veh/h 1931532 1643Approach Delay, s/veh 48.17.4 7.7Approach LOS DA ATimer12345678Assigned Phs2 4 5 6Phs Duration (G+Y+Rc), s 78.8 19.2 18.0 60.8Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 70.0 20.0 21.0 45.0Max Q Clear Time (g_c+I1), s 2.0 13.4 13.7 14.1Green Ext Time (p_c), s 47.2 0.3 0.4 25.7Intersection SummaryHCM 2010 Ctrl Delay9.9HCM 2010 LOSANotes
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