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HCM 2010 Signalized Intersection Summary6: El Camino Real & Roosevelt 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) 173 264 143 1099 3 1362 34Future Volume (veh/h) 173 264 143 1099 3 1362 34Number7 14 5 2 6 16Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.000.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900Adj Flow Rate, veh/h 184 281 152 1169 1449 36Adj No. of Lanes 1 1 1 2 2 0Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94Percent Heavy Veh, % 2 2 2 2 2 2Cap, veh/h 351 313 182 2538 2017 50Arrive On Green 0.20 0.20 0.21 1.00 1.00 1.00Sat Flow, veh/h 1774 1583 1774 3632 3620 88Grp Volume(v), veh/h 184 281 152 1169 726 759Grp Sat Flow(s),veh/h/ln1774 1583 1774 1770 1770 1845Q Serve(g_s), s 8.7 16.3 7.7 0.0 0.0 0.0Cycle Q Clear(g_c), s 8.7 16.3 7.7 0.0 0.0 0.0Prop In Lane 1.00 1.00 1.000.05Lane Grp Cap(c), veh/h 351 313 182 2538 1012 1055V/C Ratio(X) 0.52 0.90 0.83 0.46 0.72 0.72Avail Cap(c_a), veh/h 377 337 245 2538 1012 1055HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 1.00 0.89 0.89 1.00 1.00Uniform Delay (d), s/veh33.7 36.8 36.6 0.0 0.0 0.0Incr Delay (d2), s/veh 1.2 24.3 15.0 0.5 4.4 4.2Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln4.4 15.3 4.5 0.2 1.2 1.2LnGrp Delay(d),s/veh 35.0 61.1 51.6 0.5 4.4 4.2LnGrp LOS C E D A A AApproach Vol, veh/h 4651321 1485Approach Delay, s/veh 50.76.4 4.3Approach LOS DA ATimer12345678Assigned Phs2 4 5 6Phs Duration (G+Y+Rc), s 71.4 22.6 13.6 57.8Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 58.0 20.0 13.0 49.0Max Q Clear Time (g_c+I1), s 2.0 18.3 9.7 2.0Green Ext Time (p_c), s 36.7 0.3 0.1 32.7Intersection SummaryHCM 2010 Ctrl Delay11.8HCM 2010 LOSBNotesHCM 2010 Signalized Intersection Summary6: El Camino Real & Roosevelt 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) 137 168 213 1382 14 1218 100Future Volume (veh/h) 137 168 213 1382 14 1218 100Number7 14 5 2 6 16Initial Q (Qb), veh 0 0 0 0 0 0Ped-Bike Adj(A_pbT) 1.00 1.00 1.000.92Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900Adj Flow Rate, veh/h 140 171 217 1410 1243 102Adj No. of Lanes 1 1 1 2 2 0Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Percent Heavy Veh, % 2 2 2 2 2 2Cap, veh/h 231 206 248 2790 1998 163Arrive On Green 0.13 0.13 0.28 1.00 1.00 1.00Sat Flow, veh/h 1774 1583 1774 3632 3382 269Grp Volume(v), veh/h 140 171 217 1410 667 678Grp Sat Flow(s),veh/h/ln1774 1583 1774 1770 1770 1788Q Serve(g_s), s 7.3 10.3 11.4 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.3 10.3 11.4 0.0 0.0 0.0Prop In Lane 1.00 1.00 1.000.15Lane Grp Cap(c), veh/h 231 206 248 2790 1075 1086V/C Ratio(X) 0.61 0.83 0.87 0.51 0.62 0.62Avail Cap(c_a), veh/h 308 275 362 2790 1075 1086HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00Upstream Filter(I) 1.00 1.00 0.85 0.85 1.00 1.00Uniform Delay (d), s/veh40.2 41.6 34.5 0.0 0.0 0.0Incr Delay (d2), s/veh 2.6 14.6 12.9 0.6 2.7 2.7Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln3.7 9.5 6.4 0.2 0.8 0.8LnGrp Delay(d),s/veh 42.8 56.2 47.4 0.6 2.7 2.7LnGrp LOS D E D A A AApproach Vol, veh/h 3111627 1345Approach Delay, s/veh 50.16.8 2.7Approach LOS DA ATimer12345678Assigned Phs2 4 5 6Phs Duration (G+Y+Rc), s 81.2 16.8 17.7 63.5Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 73.0 17.0 20.0 49.0Max Q Clear Time (g_c+I1), s 2.0 12.3 13.4 2.0Green Ext Time (p_c), s 45.0 0.4 0.3 34.2Intersection SummaryHCM 2010 Ctrl Delay9.2HCM 2010 LOSANotes
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