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HCM 2010 Signalized Intersection Summary7: El Camino Real & Oak Ave9/18/2017El Camino Real Corridor PlanSynchro 8 ReportAM Peak Hour Existing ConditionsW-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 180 104 193 2637 3045 72Arrive On Green 0.17 0.17 0.11 0.75 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 15.0 0.0 8.6 9.4 0.0 0.0Cycle Q Clear(g_c), s 15.0 0.0 8.6 9.4 0.0 0.0Prop In Lane 0.63 0.37 1.000.07Lane Grp Cap(c), veh/h 286 0 193 2637 2029 1088V/C Ratio(X) 0.88 0.00 0.82 0.36 0.58 0.58Avail Cap(c_a), veh/h 393 0 290 2637 2029 1088HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.65 0.65Uniform Delay (d), s/veh40.2 0.0 43.8 4.4 0.0 0.0Incr Delay (d2), s/veh 15.8 0.0 11.3 0.4 0.8 1.5Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln8.0 0.0 4.9 4.6 0.2 0.4LnGrp Delay(d),s/veh 56.0 0.0 55.0 4.8 0.8 1.5LnGrp LOS E E A A AApproach Vol, veh/h 2521110 1806Approach Delay, s/veh 56.012.0 1.0Approach LOS EB ATimer12345678Assigned Phs2 4 5 6Phs Duration (G+Y+Rc), s 78.5 21.5 14.7 63.9Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 68.0 24.0 16.0 48.0Max Q Clear Time (g_c+I1), s 11.4 17.0 10.6 2.0Green Ext Time (p_c), s 38.2 0.5 0.2 33.1Intersection SummaryHCM 2010 Ctrl Delay9.3HCM 2010 LOSANotesHCM 2010 Signalized Intersection Summary7: El Camino Real & Oak Ave9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 10MovementEBL 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 161 83 280 2713 2860 131Arrive On Green 0.15 0.15 0.15 0.77 1.00 1.00Sat Flow, veh/h 1051 538 1810 3632 5172 229Grp Volume(v), veh/h 193 0 226 1306 1076 567Grp Sat Flow(s),veh/h/ln1597 0 1810 1770 1713 1806Q Serve(g_s), s 11.6 0.0 12.2 13.7 0.0 0.0Cycle Q Clear(g_c), s 11.6 0.0 12.2 13.7 0.0 0.0Prop In Lane 0.66 0.34 1.000.13Lane Grp Cap(c), veh/h 245 0 280 2713 1959 1032V/C Ratio(X) 0.79 0.00 0.81 0.48 0.55 0.55Avail Cap(c_a), veh/h 335 0 416 2713 1989 1049HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 0.00 1.00 1.00 0.77 0.77Uniform Delay (d), s/veh40.7 0.0 41.4 4.3 0.0 0.0Incr Delay (d2), s/veh 8.3 0.0 7.1 0.6 0.9 1.6Initial Q Delay(d3),s/veh 0.0 0.0 12.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln5.7 0.0 8.1 6.8 0.2 0.5LnGrp Delay(d),s/veh 49.1 0.0 60.4 4.9 0.9 1.6LnGrp LOS D E A A AApproach Vol, veh/h 1931532 1643Approach Delay, s/veh 49.113.1 1.1Approach LOS DB ATimer12345678Assigned Phs2 4 5 6Phs Duration (G+Y+Rc), s 80.6 19.4 18.6 62.1Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 71.0 21.0 23.0 44.0Max Q Clear Time (g_c+I1), s 15.7 13.6 14.2 2.0Green Ext Time (p_c), s 40.9 0.3 0.4 33.1Intersection SummaryHCM 2010 Ctrl Delay9.3HCM 2010 LOSANotes
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