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HCM 2010 Signalized Intersection Summary10: El Camino Real & Oakwood Dr/Dumbarton 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) 100 35 125 211 18 61 112 1051 35 74 2000 17Future Volume (veh/h) 100 35 125 211 18 61 112 1051 35 74 2000 17Number5 2 12 1 6 16 3 8 18 7 4 14Initial Q (Qb), veh000000010140Ped-Bike Adj(A_pbT) 1.000.96 0.990.96 1.000.96 1.000.95Parking 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 1900 1900 1900 1878 1900 1863 1827 1900 1759 1845 1900Adj Flow Rate, veh/h 104 36 115 220 19 48 117 1095 32 77 2083 15Adj No. of Lanes010010130130Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Percent Heavy Veh, % 000000244833Cap, veh/h 270 104 263 407 39 76 146 2243 65 101 2209 15Arrive On Green0.36 0.36 0.36 0.36 0.36 0.36 0.08 0.45 0.45 0.06 0.43 0.43Sat Flow, veh/h596 287 726 935 106 209 1774 4976 145 1675 5157 37Grp Volume(v), veh/h 255 0 0 287 0 0 117 732 395 77 1356 742Grp Sat Flow(s),veh/h/ln 1609 0 0 1250 0 0 1774 1663 1795 1675 1679 1836Q Serve(g_s), s0.0 0.0 0.0 8.0 0.0 0.0 6.1 14.6 14.6 4.3 36.5 36.5Cycle Q Clear(g_c), s 10.5 0.0 0.0 18.6 0.0 0.0 6.1 14.6 14.6 4.3 36.5 36.5Prop In Lane0.410.45 0.770.17 1.000.08 1.000.02Lane Grp Cap(c), veh/h 638 0 0 521 0 0 146 1499 809 101 1438 786V/C Ratio(X)0.40 0.00 0.00 0.55 0.00 0.00 0.80 0.49 0.49 0.77 0.94 0.94Avail Cap(c_a), veh/h 639 0 0 522 0 0 151 1500 810 178 1465 801HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 22.4 0.0 0.0 25.2 0.0 0.0 42.4 18.2 18.2 43.6 25.9 25.9Incr Delay (d2), s/veh 1.9 0.0 0.0 4.1 0.0 0.0 25.5 0.2 0.5 11.4 12.4 19.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 0.4 0.4%ile BackOfQ(50%),veh/ln 5.3 0.0 0.0 6.8 0.0 0.0 4.0 6.7 7.4 2.5 19.5 22.9LnGrp Delay(d),s/veh 24.3 0.0 0.0 29.3 0.0 0.0 67.9 18.5 18.7 58.1 38.7 45.6LnGrp LOS C C EBBEDDApproach Vol, veh/h25528712442175Approach Delay, s/veh24.329.323.241.8Approach LOS CCCDTimer12345678Assigned Phs2 3 46 7 8Phs Duration (G+Y+Rc), s38.1 11.7 44.138.1 9.5 46.4Change Period (Y+Rc), s4.0 4.0 4.04.0 4.0 4.0Max Green Setting (Gmax), s 33.0 8.0 41.033.0 10.0 39.0Max Q Clear Time (g_c+I1), s 12.5 8.1 38.520.6 6.3 16.6Green Ext Time (p_c), s3.8 0.0 1.63.0 0.0 20.2Intersection SummaryHCM 2010 Ctrl Delay33.9HCM 2010 LOSCHCM 2010 Signalized Intersection Summary10: El Camino Real & Oakwood Dr/Dumbarton 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) 64 20 65 99 14 52 137 1957 49 166 1469 23Future Volume (veh/h) 64 20 65 99 14 52 137 1957 49 166 1469 23Number5 2 12 1 6 16 3 8 18 7 4 14Initial Q (Qb), veh010020000100Ped-Bike Adj(A_pbT) 0.960.93 0.970.91 1.000.96 1.000.96Parking 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 1888 1900 1900 1889 1900 1900 1882 1900 1759 1845 1900Adj Flow Rate, veh/h 65 20 56 100 14 52 138 1977 31 168 1484 3Adj No. of Lanes010010130130Peak 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, % 555000011833Cap, veh/h 142 61 91 175 38 67 171 3127 49 202 3252 7Arrive On Green0.15 0.15 0.15 0.15 0.15 0.15 0.09 0.60 0.60 0.12 0.63 0.63Sat Flow, veh/h581 336 604 780 189 442 1810 5207 82 1675 5191 10Grp Volume(v), veh/h 141 0 0 166 0 0 138 1300 708 168 960 527Grp Sat Flow(s),veh/h/ln 1520 0 0 1411 0 0 1810 1712 1864 1675 1679 1843Q Serve(g_s), s0.0 0.0 0.0 2.7 0.0 0.0 7.3 23.8 23.8 9.6 14.6 14.6Cycle Q Clear(g_c), s 8.2 0.0 0.0 10.9 0.0 0.0 7.3 23.8 23.8 9.6 14.6 14.6Prop In Lane0.460.40 0.600.31 1.000.04 1.000.01Lane Grp Cap(c), veh/h 291 0 0 281 0 0 171 2057 1119 202 2104 1155V/C Ratio(X)0.48 0.00 0.00 0.59 0.00 0.00 0.81 0.63 0.63 0.83 0.46 0.46Avail Cap(c_a), veh/h 374 0 0 359 0 0 277 2067 1125 274 2110 1158HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00Uniform Delay (d), s/veh 38.4 0.0 0.0 39.5 0.0 0.0 43.5 12.6 12.6 42.2 9.6 9.6Incr Delay (d2), s/veh 1.3 0.0 0.0 2.0 0.0 0.0 8.7 1.5 2.7 14.5 0.7 1.3Initial Q Delay(d3),s/veh 0.2 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0%ile BackOfQ(50%),veh/ln 3.8 0.0 0.0 4.7 0.0 0.0 4.1 11.7 13.1 5.4 6.9 7.8LnGrp Delay(d),s/veh 39.8 0.0 0.0 42.4 0.0 0.0 52.2 14.1 15.4 57.8 10.3 10.9LnGrp LOS D D DBBEBBApproach Vol, veh/h14116621461655Approach Delay, s/veh39.842.417.015.3Approach LOSDDBBTimer12345678Assigned Phs2 3 46 7 8Phs Duration (G+Y+Rc), s19.2 13.3 65.619.2 15.7 63.2Change Period (Y+Rc), s4.0 4.0 4.04.0 4.0 4.0Max Green Setting (Gmax), s 21.0 15.0 50.021.0 16.0 49.0Max Q Clear Time (g_c+I1), s 10.2 9.3 16.612.9 11.6 25.8Green Ext Time (p_c), s1.4 0.1 30.01.2 0.2 21.5Intersection SummaryHCM 2010 Ctrl Delay18.1HCM 2010 LOSB
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