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HCM 2010 Signalized Intersection Summary5: El Camino Real & Maple St9/15/2017El Camino Real Corridor PlanSynchro 9 ReportAM Peak Hour Existing Conditions Preferred Alternative W-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 1830 1900 1863 1845Adj Flow Rate, veh/h 65 74 1372 80 74 1576Adj No. of Lanes 112012Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94Percent Heavy Veh, %214423Cap, veh/h 302 272 2165 126 95 2610Arrive On Green 0.17 0.17 1.00 1.00 0.11 1.00Sat Flow, veh/h 1774 1599 3429 194 1774 3597Grp Volume(v), veh/h 65 74 713 739 74 1576Grp Sat Flow(s),veh/h/ln1774 1599 1738 1793 1774 1752Q Serve(g_s), s 3.0 3.8 0.0 0.0 3.8 0.0Cycle Q Clear(g_c), s 3.0 3.8 0.0 0.0 3.8 0.0Prop In Lane 1.00 1.00 0.11 1.00Lane Grp Cap(c), veh/h 302 272 1128 1163 95 2610V/C Ratio(X) 0.22 0.27 0.63 0.64 0.78 0.60Avail Cap(c_a), veh/h 302 272 1128 1163 170 2610HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh33.6 33.9 0.0 0.0 41.5 0.0Incr Delay (d2), s/veh 1.6 2.5 2.7 2.7 13.1 1.0Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln1.6 3.7 0.8 0.9 2.2 0.4LnGrp Delay(d),s/veh 35.2 36.4 2.7 2.7 54.5 1.0LnGrp LOS D D A A D AApproach Vol, veh/h 139 14521650Approach Delay, s/veh 35.8 2.73.4Approach LOS D AATimer12345678Assigned Phs4 6 7 8Phs Duration (G+Y+Rc), s74.0 20.0 9.0 65.0Change Period (Y+Rc), s4.0 4.0 4.0 4.0Max Green Setting (Gmax), s70.0 16.0 9.0 57.0Max Q Clear Time (g_c+I1), s2.0 5.8 5.8 2.0Green Ext Time (p_c), s50.1 0.3 0.0 42.8Intersection SummaryHCM 2010 Ctrl Delay4.5HCM 2010 LOSAHCM 2010 Signalized Intersection Summary5: El Camino Real & Maple St9/15/2017El Camino Real Corridor PlanSynchro 9 ReportPM Peak Hour Existing Conditions Preferred Alternative W-TransMovement 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 1882 1900 1900 1863Adj Flow Rate, veh/h 94 80 1506 70 64 1362Adj No. of Lanes 112012Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Percent Heavy Veh, %001102Cap, veh/h 295 264 2325 108 83 2672Arrive On Green 0.16 0.16 1.00 1.00 0.05 0.76Sat Flow, veh/h 1810 1615 3573 161 1810 3632Grp Volume(v), veh/h 94 80 772 804 64 1362Grp Sat Flow(s),veh/h/ln1810 1615 1788 1853 1810 1770Q Serve(g_s), s 4.5 4.3 0.0 0.0 3.4 15.0Cycle Q Clear(g_c), s 4.5 4.3 0.0 0.0 3.4 15.0Prop In Lane 1.00 1.00 0.09 1.00Lane Grp Cap(c), veh/h 295 264 1195 1238 83 2672V/C Ratio(X) 0.32 0.30 0.65 0.65 0.77 0.51Avail Cap(c_a), veh/h 295 264 1195 1238 166 2672HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh36.2 36.1 0.0 0.0 46.2 4.8Incr Delay (d2), s/veh 2.8 2.9 2.7 2.7 13.8 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 4.2 0.9 0.9 2.0 7.4LnGrp Delay(d),s/veh 39.0 39.0 2.7 2.7 60.0 5.5LnGrp LOS DDAAEAApproach Vol, veh/h 174 15761426Approach Delay, s/veh 39.0 2.77.9Approach LOS D AATimer12345678Assigned Phs4 6 7 8Phs Duration (G+Y+Rc), s78.0 20.0 8.5 69.5Change Period (Y+Rc), s4.0 4.0 4.0 4.0Max Green Setting (Gmax), s74.0 16.0 9.0 61.0Max Q Clear Time (g_c+I1), s17.0 6.5 5.4 2.0Green Ext Time (p_c), s42.4 0.3 0.0 43.5Intersection SummaryHCM 2010 Ctrl Delay7.0HCM 2010 LOSA
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