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HCM 2010 Signalized Intersection Summary6: El Camino Real & Roosevelt Ave9/18/2017El Camino Real Corridor PlanSynchro 8 ReportAM Peak Hour Existing ConditionsW-TransMovement EBL2 EBL EBR NBL NBT NBR SBL SBT SBR SWL SWRLane ConfigurationsTraffic Volume (veh/h) 173 0 264 143 1099 0 3 1362 34 0 0Future Volume (veh/h) 173 0 264 143 1099 0 3 1362 34 0 0Number7 7 14 5 2 12 1 6 16Initial Q (Qb), veh 000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 0.98Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 0 1863 1863 1863Adj Flow Rate, veh/h 184 184 281 152 1169 0 3 1449 36Adj No. of Lanes 111120121Peak Hour Factor 0.94 0.92 0.94 0.94 0.94 0.92 0.92 0.94 0.94Percent Heavy Veh, %222220222Cap, veh/h 349 349 311 181 2408 0 6 2058 902Arrive On Green 0.20 0.20 0.20 0.20 1.00 0.00 0.00 0.39 0.39Sat Flow, veh/h 1774 1774 1583 1774 3632 0 1774 3539 1552Grp Volume(v), veh/h 184 184 281 152 1169 0 3 1449 36Grp Sat Flow(s),veh/h/ln1774 1774 1583 1774 1770 0 1774 1770 1552Q Serve(g_s), s 9.3 9.3 17.3 8.2 0.0 0.0 0.2 34.4 1.4Cycle Q Clear(g_c), s 9.3 9.3 17.3 8.2 0.0 0.0 0.2 34.4 1.4Prop In Lane 1.00 1.00 1.00 1.00 0.00 1.00 1.00Lane Grp Cap(c), veh/h 349 349 311 181 2408 0 6 2058 902V/C Ratio(X) 0.53 0.53 0.90 0.84 0.49 0.00 0.53 0.70 0.04Avail Cap(c_a), veh/h 373 373 332 248 2408 0 71 2058 902HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 0.67 0.67 0.67Upstream Filter(I) 1.00 1.00 1.00 0.89 0.89 0.00 1.00 1.00 1.00Uniform Delay (d), s/veh36.0 36.0 39.2 39.0 0.0 0.0 49.8 23.3 13.2Incr Delay (d2), s/veh 1.2 1.2 25.7 15.1 0.6 0.0 60.0 2.0 0.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln4.7 4.7 16.2 4.7 0.2 0.0 0.2 17.3 0.6LnGrp Delay(d),s/veh 37.3 37.3 64.9 54.1 0.6 0.0 109.8 25.3 13.3LnGrp LOS D D E D A F C BApproach Vol, veh/h 465 46513211488Approach Delay, s/veh 54.0 54.06.825.2Approach LOS D DACTimer12345678Assigned Phs1 2 4 5 6Phs Duration (G+Y+Rc), s4.3 72.0 23.7 14.2 62.1Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s4.0 63.0 21.0 14.0 53.0Max Q Clear Time (g_c+I1), s2.2 2.0 19.3 10.2 36.4Green Ext Time (p_c), s 0.0 39.8 0.3 0.1 14.4Intersection SummaryHCM 2010 Ctrl Delay21.9HCM 2010 LOSCNotesHCM 2010 Signalized Intersection Summary6: El Camino Real & Roosevelt Ave9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 8MovementEBL 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 1863Adj Flow Rate, veh/h 140 171 217 1410 1243 102Adj No. of Lanes 1 1 1 2 2 1Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Percent Heavy Veh, % 2 2 2 2 2 2Cap, veh/h 230 205 248 2797 2161 890Arrive On Green 0.13 0.13 0.28 1.00 1.00 1.00Sat Flow, veh/h 1774 1583 1774 3632 3632 1458Grp Volume(v), veh/h 140 171 217 1410 1243 102Grp Sat Flow(s),veh/h/ln1774 1583 1774 1770 1770 1458Q Serve(g_s), s 7.5 10.5 11.7 0.0 0.0 0.0Cycle Q Clear(g_c), s 7.5 10.5 11.7 0.0 0.0 0.0Prop In Lane 1.00 1.00 1.001.00Lane Grp Cap(c), veh/h 230 205 248 2797 2161 890V/C Ratio(X) 0.61 0.83 0.88 0.50 0.58 0.11Avail Cap(c_a), veh/h 302 269 373 2797 2161 890HCM 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/veh41.1 42.5 35.2 0.0 0.0 0.0Incr Delay (d2), s/veh 2.6 15.6 12.2 0.6 1.1 0.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln3.8 9.7 6.5 0.2 0.3 0.1LnGrp Delay(d),s/veh 43.7 58.0 47.4 0.6 1.1 0.3LnGrp LOS D E D A A AApproach Vol, veh/h 3111627 1345Approach Delay, s/veh 51.66.8 1.1Approach LOS DA ATimer12345678Assigned Phs2 4 5 6Phs Duration (G+Y+Rc), s 83.0 17.0 18.0 65.1Change Period (Y+Rc), s 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s 67.0 17.0 21.0 50.0Max Q Clear Time (g_c+I1), s 2.0 12.5 13.7 2.0Green Ext Time (p_c), s 42.9 0.4 0.3 34.9Intersection SummaryHCM 2010 Ctrl Delay8.7HCM 2010 LOSANotes
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