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HCM 2010 Signalized Intersection Summary4: El Camino Real & Jefferson Ave9/18/2017El Camino Real Corridor PlanSynchro 8 ReportAM Peak Hour Existing ConditionsW-TransMovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 269 708 264 74 317 181 222 893 64 185 1054 95Future Volume (veh/h) 269 708 264 74 317 181 222 893 64 185 1054 95Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.84 1.00 0.96 1.00 0.93Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1845 1881 1881 1776 1827 1792 1845 1827 1900 1776 1845 1881Adj Flow Rate, veh/h 277 730 272 76 327 187 229 921 66 191 1087 98Adj No. of Lanes 121221121121Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Percent Heavy Veh, %311746340731Cap, veh/h 307 1044 444 124 538 400 262 1311 646 224 1265 538Arrive On Green 0.17 0.29 0.29 0.04 0.16 0.16 0.05 0.12 0.12 0.04 0.12 0.12Sat Flow, veh/h 1757 3574 1520 3281 3471 1276 1757 3471 1550 1691 3505 1491Grp Volume(v), veh/h 277 730 272 76 327 187 229 921 66 191 1087 98Grp Sat Flow(s),veh/h/ln1757 1787 1520 1640 1736 1276 1757 1736 1550 1691 1752 1491Q Serve(g_s), s 15.4 18.2 15.4 2.3 8.8 12.2 12.9 25.5 3.6 11.2 30.4 5.9Cycle Q Clear(g_c), s 15.4 18.2 15.4 2.3 8.8 12.2 12.9 25.5 3.6 11.2 30.4 5.9Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 307 1044 444 124 538 400 262 1311 646 224 1265 538V/C Ratio(X) 0.90 0.70 0.61 0.61 0.61 0.47 0.87 0.70 0.10 0.85 0.86 0.18Avail Cap(c_a), veh/h 316 1044 444 164 555 406 264 1311 646 254 1265 538HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 0.33 0.33 0.33Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83 0.83 0.83Uniform Delay (d), s/veh40.4 31.5 30.5 47.4 39.4 29.7 46.6 38.4 25.5 46.8 41.6 30.8Incr Delay (d2), s/veh 26.9 2.1 2.5 4.9 1.8 0.9 25.8 3.2 0.3 18.4 6.5 0.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln9.8 9.2 6.8 1.1 4.4 4.4 8.2 12.8 1.6 6.4 16.0 2.5LnGrp Delay(d),s/veh 67.3 33.6 33.0 52.3 41.2 30.6 72.4 41.5 25.8 65.3 48.1 31.4LnGrp LOS ECCDDCEDCEDCApproach Vol, veh/h 127959012161376Approach Delay, s/veh 40.739.346.549.3Approach LOSDDDDTimer12345678Assigned Phs12345678Phs Duration (G+Y+Rc), s17.2 41.8 7.8 33.2 18.9 40.1 21.5 19.5Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s15.0 35.0 5.0 29.0 15.0 35.0 18.0 16.0Max Q Clear Time (g_c+I1), s13.2 27.5 4.3 20.2 14.9 32.4 17.4 14.2Green Ext Time (p_c), s 0.1 6.3 0.0 5.7 0.0 2.3 0.1 0.9Intersection SummaryHCM 2010 Ctrl Delay44.8HCM 2010 LOSDHCM 2010 Signalized Intersection Summary4: El Camino Real & Jefferson Ave9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 6MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 214 329 137 189 654 183 226 1081 90 200 980 200Future Volume (veh/h) 214 329 137 189 654 183 226 1081 90 200 980 200Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh 000000000000Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.81 1.00 0.94 1.00 0.87Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj Sat Flow, veh/h/ln 1900 1881 1900 1881 1881 1845 1900 1863 1863 1827 1881 1881Adj Flow Rate, veh/h 218 336 140 193 667 187 231 1103 92 204 1000 204Adj No. of Lanes 121221121121Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Percent Heavy Veh, %010113022411Cap, veh/h 251 961 398 262 736 472 267 1279 659 233 1244 487Arrive On Green 0.14 0.27 0.27 0.08 0.21 0.21 0.05 0.12 0.12 0.18 0.46 0.46Sat Flow, veh/h 1810 3574 1480 3476 3574 1269 1810 3539 1491 1740 3574 1398Grp Volume(v), veh/h 218 336 140 193 667 187 231 1103 92 204 1000 204Grp Sat Flow(s),veh/h/ln1810 1787 1480 1738 1787 1269 1810 1770 1491 1740 1787 1398Q Serve(g_s), s 11.8 7.6 7.6 5.4 18.2 11.4 12.7 30.6 4.9 11.4 23.9 9.7Cycle Q Clear(g_c), s 11.8 7.6 7.6 5.4 18.2 11.4 12.7 30.6 4.9 11.4 23.9 9.7Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lane Grp Cap(c), veh/h 251 961 398 262 736 472 267 1279 659 233 1244 487V/C Ratio(X) 0.87 0.35 0.35 0.74 0.91 0.40 0.87 0.86 0.14 0.87 0.80 0.42Avail Cap(c_a), veh/h 271 961 398 348 751 477 290 1279 659 244 1244 487HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.33 1.33 1.33Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81Uniform Delay (d), s/veh42.2 29.5 29.5 45.2 38.8 25.5 46.6 41.6 23.8 40.3 23.9 20.1Incr Delay (d2), s/veh 23.7 0.2 0.5 5.5 14.5 0.5 21.8 7.8 0.4 23.1 4.6 2.1Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln7.5 3.8 3.2 2.8 10.5 4.1 8.0 16.4 2.1 6.9 12.5 4.0LnGrp Delay(d),s/veh 65.9 29.7 30.0 50.8 53.2 26.1 68.4 49.4 24.2 63.4 28.5 22.3LnGrp LOS ECCDDCEDCECCApproach Vol, veh/h 694104714261408Approach Delay, s/veh 41.147.950.932.6Approach LOSDDDCTimer12345678Assigned Phs12345678Phs Duration (G+Y+Rc), s17.4 40.2 11.6 30.9 18.7 38.8 17.8 24.6Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s14.0 34.0 10.0 26.0 16.0 32.0 15.0 21.0Max Q Clear Time (g_c+I1), s13.4 32.6 7.4 9.6 14.7 25.9 13.8 20.2Green Ext Time (p_c), s 0.0 1.3 0.2 7.9 0.1 5.4 0.1 0.4Intersection SummaryHCM 2010 Ctrl Delay43.1HCM 2010 LOSD
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