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HCM 2010 Signalized Intersection Summary1: El Camino Real & Whipple 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) 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 85 517 49 478 496 198 94 1436 640 351 1526 107Arrive On Green0.17 0.17 0.17 0.14 0.14 0.14 0.01 0.14 0.14 0.10 0.47 0.47Sat Flow, veh/h520 2867 292 3408 3505 1383 1740 3505 1550 3442 3285 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 1383 1740 1752 1550 1721 1737 1779Q Serve(g_s), s14.1 0.0 12.7 7.0 7.4 6.6 3.3 22.1 19.0 7.5 22.2 22.2Cycle Q Clear(g_c), s 14.1 0.0 12.7 7.0 7.4 6.6 3.3 22.1 19.0 7.5 22.2 22.2Prop In Lane0.280.16 1.001.00 1.001.00 1.000.13Lane Grp Cap(c), veh/h 326 0 319 478 496 198 94 1436 640 351 807 826V/C Ratio(X)0.88 0.00 0.80 0.57 0.59 0.53 0.65 0.61 0.53 0.80 0.66 0.66Avail Cap(c_a), veh/h 336 0 329 580 597 235 111 1449 641 366 817 837HCM 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 0.76 0.76 0.76 1.00 1.00 1.00Uniform Delay (d), s/veh 37.9 0.0 37.3 37.8 38.0 37.4 45.9 34.1 32.1 41.3 19.5 19.5Incr Delay (d2), s/veh 21.7 0.0 13.0 1.1 1.1 2.2 7.5 1.5 2.3 11.7 4.3 4.2Initial Q Delay(d3),s/veh 0.6 0.0 0.4 0.1 1.2 0.0 84.0 0.9 0.0 0.3 0.0 0.0%ile BackOfQ(50%),veh/ln 9.4 0.0 7.7 3.4 4.0 2.6 4.6 11.8 8.7 4.2 11.6 11.9LnGrp Delay(d),s/veh 60.1 0.0 50.6 38.9 40.3 39.5 137.5 36.5 34.5 53.3 23.8 23.7LnGrp LOS E DDDDFDCDCCApproach Vol, veh/h54267112731364Approach Delay, s/veh55.639.640.829.8Approach LOSEDDCTimer12345678Assigned Phs1 24 5 68Phs Duration (G+Y+Rc), s 13.6 42.920.4 8.2 48.217.2Change Period (Y+Rc), s 4.0 4.04.0 4.0 4.04.0Max Green Setting (Gmax), s 10.0 35.017.0 6.0 39.016.0Max Q Clear Time (g_c+I1), s 9.5 24.116.1 5.3 24.29.4Green Ext Time (p_c), s 0.1 8.70.3 0.0 11.21.9Intersection SummaryHCM 2010 Ctrl Delay38.8HCM 2010 LOSDHCM 2010 Signalized Intersection Summary1: El Camino Real & Whipple 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) 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 111 375 39 673 700 297 90 1554 670 211 1457 145Arrive On Green0.14 0.14 0.14 0.19 0.19 0.19 0.02 0.15 0.15 0.06 0.45 0.45Sat Flow, veh/h1239 1976 400 3476 3610 1533 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 1792 1738 1805 1533 1774 1787 1541 1721 1787 1814Q Serve(g_s), s10.9 0.0 9.9 7.7 11.3 17.0 3.9 35.4 10.2 5.7 23.3 23.3Cycle Q Clear(g_c), s 10.9 0.0 9.9 7.7 11.3 17.0 3.9 35.4 10.2 5.7 23.3 23.3Prop In Lane0.680.22 1.001.00 1.001.00 1.000.18Lane Grp Cap(c), veh/h 275 0 269 673 700 297 90 1554 670 211 795 807V/C Ratio(X)0.76 0.00 0.70 0.46 0.65 0.91 0.78 0.85 0.27 0.95 0.68 0.68Avail Cap(c_a), veh/h 298 0 293 674 700 297 109 1582 682 211 810 822HCM 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 0.63 0.63 0.63 1.00 1.00 1.00Uniform Delay (d), s/veh 41.0 0.0 40.7 35.2 36.9 39.2 47.6 38.9 28.1 45.9 21.7 21.7Incr Delay (d2), s/veh 10.0 0.0 6.6 0.5 2.1 30.6 16.6 4.0 0.6 47.6 4.7 4.6Initial Q Delay(d3),s/veh 39.3 0.0 33.3 0.7 4.2 14.8 0.0 0.0 0.0 3.2 0.0 0.0%ile BackOfQ(50%),veh/ln 10.4 0.0 9.0 4.1 6.9 11.4 2.3 18.4 4.5 4.2 12.6 12.8LnGrp Delay(d),s/veh 90.4 0.0 80.6 36.4 43.2 84.6 64.2 42.9 28.7 96.7 26.3 26.3LnGrp LOS F F D D F E D C F C CApproach Vol, veh/h397103215761292Approach Delay, s/veh85.752.042.337.2Approach LOSFDDDTimer12345678Assigned Phs1 24 5 68Phs Duration (G+Y+Rc), s 10.0 47.417.6 9.0 48.423.0Change 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 41.019.0Max Q Clear Time (g_c+I1), s 7.7 37.412.9 5.9 25.319.0Green Ext Time (p_c), s 0.0 3.40.7 0.0 13.10.0Intersection SummaryHCM 2010 Ctrl Delay47.1HCM 2010 LOSD
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