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HCM 2010 Signalized Intersection Summary1: El Camino Real & Whipple 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) 78 408 40 264 285 256 59 850 446 273 982 76Future Volume (veh/h) 78 408 40 264 285 256 59 850 446 273 982 76Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh0201406101100Ped-Bike Adj(A_pbT) 1.000.96 1.000.91 1.000.99 1.000.97Parking Bus, Adj1.00 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 1885 1900 1845 1845 1792 1827 1845 1845 1863 1828 1900Adj Flow Rate, veh/h 80 421 41 272 294 105 61 876 336 281 1012 71Adj No. of Lanes020221121220Peak 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, % 111336433244Cap, veh/h 88 523 50 465 483 192 95 1467 658 352 1564 110Arrive On Green0.18 0.18 0.18 0.14 0.14 0.14 0.01 0.14 0.14 0.10 0.48 0.48Sat Flow, veh/h520 2867 292 3408 3505 1379 1740 3505 1550 3442 3286 230Grp Volume(v), veh/h 286 0 256 272 294 105 61 876 336 281 535 548Grp Sat Flow(s),veh/h/ln 1859 0 1819 1704 1752 1379 1740 1752 1550 1721 1737 1779Q Serve(g_s), s15.0 0.0 13.5 7.5 7.9 7.1 3.5 23.4 20.1 8.0 23.0 23.0Cycle Q Clear(g_c), s 15.0 0.0 13.5 7.5 7.9 7.1 3.5 23.4 20.1 8.0 23.0 23.0Prop In Lane0.280.16 1.001.00 1.001.00 1.000.13Lane Grp Cap(c), veh/h 330 0 323 465 483 192 95 1467 658 352 827 847V/C Ratio(X)0.87 0.00 0.79 0.59 0.61 0.55 0.64 0.60 0.51 0.80 0.65 0.65Avail Cap(c_a), veh/h 353 0 346 579 596 234 122 1491 660 413 838 858HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.83 0.83 0.83 1.00 1.00 1.00Uniform Delay (d), s/veh 40.1 0.0 39.5 40.6 40.8 40.1 48.8 35.7 33.5 43.9 19.9 19.9Incr Delay (d2), s/veh 18.9 0.0 11.2 1.2 1.2 2.4 5.8 1.5 2.3 9.1 3.9 3.8Initial Q Delay(d3),s/veh 0.5 0.0 0.3 0.1 1.3 0.0 78.9 0.8 0.0 0.3 0.0 0.0%ile BackOfQ(50%),veh/ln 9.6 0.0 7.9 3.7 4.2 2.8 4.6 12.5 9.2 4.3 12.0 12.3LnGrp Delay(d),s/veh 59.5 0.0 51.0 41.8 43.3 42.5 133.5 38.0 35.9 53.3 23.8 23.7LnGrp LOS E DDDDFDDDCCApproach Vol, veh/h54267112731364Approach Delay, s/veh55.542.642.129.8Approach LOSEDDCTimer12345678Assigned Phs1 24 5 68Phs Duration (G+Y+Rc), s 14.2 46.521.7 8.5 52.217.6Change Period (Y+Rc), s 4.0 4.04.0 4.0 4.04.0Max Green Setting (Gmax), s 12.0 36.019.0 7.0 41.017.0Max Q Clear Time (g_c+I1), s 10.0 25.417.0 5.5 25.09.9Green Ext Time (p_c), s 0.2 8.50.7 0.0 11.92.0Intersection SummaryHCM 2010 Ctrl Delay39.7HCM 2010 LOSDHCM 2010 Signalized Intersection Summary1: El Camino Real & Whipple Ave9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 1MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 141 211 47 305 448 470 69 1313 278 198 983 114Future Volume (veh/h) 141 211 47 305 448 470 69 1313 278 198 983 114Number7 4 14 3 8 18 5 2 12 1 6 16Initial Q (Qb), veh0 20 0 5 104000100Ped-Bike Adj(A_pbT) 1.000.95 1.000.95 1.000.98 1.000.97Parking Bus, Adj1.00 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 1886 1900 1881 1900 1900 1863 1881 1845 1863 1881 1900Adj Flow Rate, veh/h 142 213 42 308 453 271 70 1326 180 200 993 99Adj No. of Lanes020221121220Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99Percent Heavy Veh, % 111100213211Cap, veh/h 106 368 38 702 732 314 90 1539 664 206 1440 144Arrive On Green0.14 0.14 0.14 0.20 0.20 0.20 0.02 0.15 0.15 0.06 0.45 0.45Sat Flow, veh/h1239 1976 400 3476 3610 1535 1774 3574 1541 3442 3274 326Grp Volume(v), veh/h 209 0 188 308 453 271 70 1326 180 200 542 550Grp Sat Flow(s),veh/h/ln 1824 0 1791 1738 1805 1535 1774 1787 1541 1721 1787 1814Q Serve(g_s), s11.2 0.0 10.1 7.8 11.5 17.1 3.9 36.1 10.4 5.8 24.0 24.0Cycle Q Clear(g_c), s 11.2 0.0 10.1 7.8 11.5 17.1 3.9 36.1 10.4 5.8 24.0 24.0Prop In Lane0.680.22 1.001.00 1.001.00 1.000.18Lane Grp Cap(c), veh/h 273 0 266 702 732 314 90 1539 664 206 786 798V/C Ratio(X)0.76 0.00 0.71 0.44 0.62 0.86 0.78 0.86 0.27 0.97 0.69 0.69Avail Cap(c_a), veh/h 292 0 287 730 758 322 106 1573 678 206 803 815HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.71 0.71 0.71 1.00 1.00 1.00Uniform Delay (d), s/veh 42.0 0.0 41.7 35.2 36.8 39.0 48.6 40.0 28.9 47.0 22.5 22.5Incr Delay (d2), s/veh 10.8 0.0 7.1 0.4 1.5 20.5 19.1 4.8 0.7 53.4 4.9 4.8Initial Q Delay(d3),s/veh 41.0 0.0 34.5 0.7 3.5 8.6 0.0 0.0 0.0 5.4 0.0 0.0%ile BackOfQ(50%),veh/ln 10.7 0.0 9.2 4.1 6.8 10.3 2.4 19.0 4.6 4.5 13.0 13.2LnGrp Delay(d),s/veh 93.8 0.0 83.2 36.3 41.8 68.1 67.6 44.8 29.6 105.8 27.4 27.4LnGrp LOS F F D D E E D C F C CApproach Vol, veh/h397103215761292Approach Delay, s/veh88.847.144.039.5Approach LOSFDDDTimer12345678Assigned Phs1 24 5 68Phs Duration (G+Y+Rc), s 10.0 48.017.8 9.1 48.924.2Change Period (Y+Rc), s 4.0 4.04.0 4.0 4.04.0Max Green Setting (Gmax), s 6.0 41.016.0 6.0 41.021.0Max Q Clear Time (g_c+I1), s 7.8 38.113.2 5.9 26.019.1Green Ext Time (p_c), s 0.0 2.70.7 0.0 12.61.0Intersection SummaryHCM 2010 Ctrl Delay47.5HCM 2010 LOSD
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