|
HCM 2010 Signalized Intersection Summary4: El Camino Real & Jefferson Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportAM Peak Hour Existing Conditions Preferred Alternative W-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 1832 1900 1776 1845 1881Adj Flow Rate, veh/h 277 730 272 76 327 187 229 921 66 191 1087 98Adj No. of Lanes 121221120121Peak 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, %311746344731Cap, veh/h 299 1043 444 125 555 408 262 1203 86 225 1230 522Arrive 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 1283 1757 3283 235 1691 3505 1488Grp Volume(v), veh/h 277 730 272 76 327 187 229 488 499 191 1087 98Grp Sat Flow(s),veh/h/ln1757 1787 1520 1640 1736 1283 1757 1740 1778 1691 1752 1488Q Serve(g_s), s 14.6 17.1 14.5 2.1 8.2 11.3 12.2 25.5 25.5 10.5 28.7 5.6Cycle Q Clear(g_c), s 14.6 17.1 14.5 2.1 8.2 11.3 12.2 25.5 25.5 10.5 28.7 5.6Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.13 1.00 1.00Lane Grp Cap(c), veh/h 299 1043 444 125 555 408 262 638 652 225 1230 522V/C Ratio(X) 0.93 0.70 0.61 0.61 0.59 0.46 0.88 0.77 0.77 0.85 0.88 0.19Avail Cap(c_a), veh/h 299 1043 444 175 591 422 262 638 652 252 1230 522HCM 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 0.61 0.61 0.61Uniform Delay (d), s/veh38.4 29.6 28.7 44.5 36.6 27.5 43.8 37.4 37.4 44.0 39.7 29.5Incr Delay (d2), s/veh 33.4 2.1 2.5 4.7 1.4 0.8 26.4 8.5 8.4 14.0 6.1 0.5Initial 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/ln9.9 8.7 6.4 1.1 4.1 4.1 7.9 13.9 14.1 5.8 15.0 2.4LnGrp Delay(d),s/veh 71.8 31.7 31.2 49.2 38.0 28.3 70.2 45.9 45.8 58.0 45.8 29.9LnGrp LOS ECCDDCEDDEDCApproach Vol, veh/h 127959012161376Approach Delay, s/veh 40.336.450.446.3Approach LOSDDDDTimer12345678Assigned Phs12345678Phs Duration (G+Y+Rc), s16.5 38.4 7.6 31.4 18.0 37.0 20.0 19.0Change 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 32.0 5.0 27.0 14.0 32.0 16.0 16.0Max Q Clear Time (g_c+I1), s12.5 27.5 4.1 19.1 14.2 30.7 16.6 13.3Green Ext Time (p_c), s 0.1 3.9 0.0 5.2 0.0 1.2 0.0 1.1Intersection SummaryHCM 2010 Ctrl Delay44.4HCM 2010 LOSDHCM 2010 Signalized Intersection Summary4: El Camino Real & Jefferson Ave9/15/2017El Camino Real Corridor PlanSynchro 9 ReportPM Peak Hour Existing Conditions Preferred Alternative W-TransMovementEBL 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 0.91 1.00 0.80 1.00 0.94 1.00 0.88Parking 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 1900 1827 1881 1881Adj Flow Rate, veh/h 218 336 140 193 667 187 231 1103 92 204 1000 204Adj No. of Lanes 121221120121Peak 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 240 896 369 264 693 451 267 1242 104 231 1297 510Arrive On Green 0.13 0.25 0.25 0.08 0.19 0.19 0.05 0.12 0.12 0.18 0.48 0.48Sat Flow, veh/h 1810 3574 1471 3476 3574 1252 1810 3291 274 1740 3574 1405Grp Volume(v), veh/h 218 336 140 193 667 187 231 593 602 204 1000 204Grp Sat Flow(s),veh/h/ln1810 1787 1471 1738 1787 1252 1810 1770 1795 1740 1787 1405Q Serve(g_s), s 11.6 7.6 7.7 5.3 18.1 11.6 12.4 32.3 32.4 11.2 22.6 9.1Cycle Q Clear(g_c), s 11.6 7.6 7.7 5.3 18.1 11.6 12.4 32.3 32.4 11.2 22.6 9.1Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 1.00Lane Grp Cap(c), veh/h 240 896 369 264 693 451 267 668 678 231 1297 510V/C Ratio(X) 0.91 0.38 0.38 0.73 0.96 0.41 0.87 0.89 0.89 0.88 0.77 0.40Avail Cap(c_a), veh/h 240 896 369 355 693 451 277 668 678 231 1297 510HCM 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 0.68 0.68 0.68Uniform Delay (d), s/veh41.9 30.4 30.4 44.3 39.1 26.1 45.7 40.8 40.9 39.6 22.0 18.5Incr Delay (d2), s/veh 34.6 0.3 0.6 5.1 25.2 0.6 23.3 16.1 16.1 22.9 3.1 1.6Initial 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/ln8.1 3.8 3.2 2.7 11.3 4.1 8.0 18.8 19.1 6.9 11.6 3.7LnGrp Delay(d),s/veh 76.5 30.6 31.1 49.4 64.3 26.7 69.0 56.9 56.9 62.6 25.1 20.1LnGrp LOS ECCDECEEEECCApproach Vol, veh/h 694104714261408Approach Delay, s/veh 45.154.958.929.8Approach LOSDDECTimer12345678Assigned Phs12345678Phs Duration (G+Y+Rc), s17.0 41.0 11.4 28.6 18.4 39.6 17.0 23.0Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Max Green Setting (Gmax), s13.0 37.0 10.0 22.0 15.0 35.0 13.0 19.0Max Q Clear Time (g_c+I1), s13.2 34.4 7.3 9.7 14.4 24.6 13.6 20.1Green Ext Time (p_c), s 0.0 2.4 0.2 6.6 0.0 8.8 0.0 0.0Intersection SummaryHCM 2010 Ctrl Delay46.9HCM 2010 LOSD
|