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HCM 2010 Signalized Intersection Summary5: El Camino Real & Maple St9/18/2017El Camino Real Corridor PlanSynchro 8 ReportAM Peak Hour Existing ConditionsW-TransMovement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 61 70 1290 75 70 1481Future Volume (veh/h) 61 70 1290 75 70 1481Number1 16 8 18 7 4Initial Q (Qb), veh 000000Ped-Bike Adj(A_pbT) 1.00 1.00 0.99 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1863 1881 1827 1881 1863 1845Adj Flow Rate, veh/h 65 74 1372 80 74 1576Adj No. of Lanes 112112Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94Percent Heavy Veh, %214123Cap, veh/h 438 394 2013 916 95 2360Arrive On Green 0.25 0.25 0.58 0.58 0.11 1.00Sat Flow, veh/h 1774 1599 3563 1580 1774 3597Grp Volume(v), veh/h 65 74 1372 80 74 1576Grp Sat Flow(s),veh/h/ln1774 1599 1736 1580 1774 1752Q Serve(g_s), s 2.9 3.7 27.5 2.2 4.1 0.0Cycle Q Clear(g_c), s 2.9 3.7 27.5 2.2 4.1 0.0Prop In Lane 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 438 394 2013 916 95 2360V/C Ratio(X) 0.15 0.19 0.68 0.09 0.78 0.67Avail Cap(c_a), veh/h 438 394 2013 916 195 2559HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh29.5 29.8 14.6 9.3 44.1 0.0Incr Delay (d2), s/veh 0.7 1.1 1.9 0.2 13.0 0.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln1.5 3.7 13.5 1.0 2.3 0.2LnGrp Delay(d),s/veh 30.2 30.8 16.5 9.5 57.1 0.6LnGrp LOS CCBAEAApproach Vol, veh/h 139 14521650Approach Delay, s/veh 30.5 16.13.1Approach LOS C BATimer12345678Assigned Phs4 6 7 8Phs Duration (G+Y+Rc), s71.3 28.7 9.3 62.0Change Period (Y+Rc), s4.0 4.0 4.0 4.0Max Green Setting (Gmax), s73.0 19.0 11.0 58.0Max Q Clear Time (g_c+I1), s2.0 5.7 6.1 29.5Green Ext Time (p_c), s52.2 0.3 0.1 24.9Intersection SummaryHCM 2010 Ctrl Delay10.1HCM 2010 LOSBHCM 2010 Signalized Intersection Summary5: El Camino Real & Maple St9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 7Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 92 78 1476 69 63 1335Future Volume (veh/h) 92 78 1476 69 63 1335Number1 16 8 18 7 4Initial Q (Qb), veh 000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1900 1900 1881 1900 1900 1863Adj Flow Rate, veh/h 94 80 1506 70 64 1362Adj No. of Lanes 112112Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Percent Heavy Veh, %001002Cap, veh/h 290 258 2410 1084 83 2690Arrive On Green 0.16 0.16 1.00 1.00 0.06 1.00Sat Flow, veh/h 1810 1615 3668 1608 1810 3632Grp Volume(v), veh/h 94 80 1506 70 64 1362Grp Sat Flow(s),veh/h/ln1810 1615 1787 1608 1810 1770Q Serve(g_s), s 4.6 4.4 0.0 0.0 3.5 0.0Cycle Q Clear(g_c), s 4.6 4.4 0.0 0.0 3.5 0.0Prop In Lane 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 290 258 2410 1084 83 2690V/C Ratio(X) 0.32 0.31 0.62 0.06 0.77 0.51Avail Cap(c_a), veh/h 290 258 2410 1084 163 2690HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.33 1.33Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh37.2 37.1 0.0 0.0 46.4 0.0Incr Delay (d2), s/veh 3.0 3.1 1.2 0.1 14.0 0.7Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln2.5 4.3 0.4 0.0 2.1 0.3LnGrp Delay(d),s/veh 40.2 40.2 1.2 0.1 60.4 0.7LnGrp LOS DDAAEAApproach Vol, veh/h 174 15761426Approach Delay, s/veh 40.2 1.23.4Approach LOS D AATimer12345678Assigned Phs4 6 7 8Phs Duration (G+Y+Rc), s80.0 20.0 8.6 71.4Change Period (Y+Rc), s4.0 4.0 4.0 4.0Max Green Setting (Gmax), s76.0 16.0 9.0 63.0Max Q Clear Time (g_c+I1), s2.0 6.6 5.5 2.0Green Ext Time (p_c), s51.6 0.3 0.0 45.0Intersection SummaryHCM 2010 Ctrl Delay4.3HCM 2010 LOSA
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