|
HCM 2010 Signalized Intersection Summary10: El Camino Real & Oakwood Dr/Dumbarton 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) 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 267 102 262 398 36 74 145 2296 67 100 2264 16Arrive On Green0.36 0.36 0.36 0.36 0.36 0.36 0.08 0.46 0.46 0.06 0.44 0.44Sat Flow, veh/h601 284 727 930 100 207 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 1612 0 0 1237 0 0 1774 1663 1796 1675 1679 1836Q Serve(g_s), s0.0 0.0 0.0 9.0 0.0 0.0 6.5 15.2 15.2 4.5 38.1 38.1Cycle Q Clear(g_c), s 11.3 0.0 0.0 20.3 0.0 0.0 6.5 15.2 15.2 4.5 38.1 38.1Prop In Lane0.410.45 0.770.17 1.000.08 1.000.02Lane Grp Cap(c), veh/h 631 0 0 509 0 0 145 1534 828 100 1474 806V/C Ratio(X)0.40 0.00 0.00 0.56 0.00 0.00 0.81 0.48 0.48 0.77 0.92 0.92Avail Cap(c_a), veh/h 632 0 0 510 0 0 160 1535 828 168 1511 826HCM 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 24.1 0.0 0.0 27.3 0.0 0.0 45.1 18.6 18.6 46.4 26.5 26.6Incr Delay (d2), s/veh 1.9 0.0 0.0 4.5 0.0 0.0 23.8 0.2 0.4 11.5 9.3 15.3Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.3 0.2%ile BackOfQ(50%),veh/ln 5.7 0.0 0.0 7.3 0.0 0.0 4.1 7.0 7.6 2.6 19.7 22.9LnGrp Delay(d),s/veh 26.0 0.0 0.0 31.8 0.0 0.0 68.9 18.9 19.1 61.0 36.2 42.1LnGrp LOS C C EBBEDDApproach Vol, veh/h25528712442175Approach Delay, s/veh26.031.823.639.1Approach LOS CCCDTimer12345678Assigned Phs2 3 46 7 8Phs Duration (G+Y+Rc), s40.1 12.2 47.840.1 9.8 50.1Change Period (Y+Rc), s4.0 4.0 4.04.0 4.0 4.0Max Green Setting (Gmax), s 34.0 9.0 45.034.0 10.0 44.0Max Q Clear Time (g_c+I1), s 13.3 8.5 40.122.3 6.5 17.2Green Ext Time (p_c), s3.8 0.0 3.62.9 0.0 23.8Intersection SummaryHCM 2010 Ctrl Delay32.9HCM 2010 LOSCHCM 2010 Signalized Intersection Summary10: El Camino Real & Oakwood Dr/Dumbarton Ave9/18/2017El Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing ConditionsSynchro 9 ReportW-TransPage 14MovementEBL 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 140 60 90 173 36 66 170 3143 49 203 3272 7Arrive On Green0.15 0.15 0.15 0.15 0.15 0.15 0.09 0.61 0.61 0.12 0.63 0.63Sat Flow, veh/h580 334 602 777 186 439 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 1516 0 0 1402 0 0 1810 1712 1864 1675 1679 1843Q Serve(g_s), s0.0 0.0 0.0 2.9 0.0 0.0 7.5 24.0 24.1 9.8 14.7 14.7Cycle Q Clear(g_c), s 8.4 0.0 0.0 11.3 0.0 0.0 7.5 24.0 24.1 9.8 14.7 14.7Prop In Lane0.460.40 0.600.31 1.000.04 1.000.01Lane Grp Cap(c), veh/h 287 0 0 277 0 0 170 2067 1125 203 2117 1162V/C Ratio(X)0.49 0.00 0.00 0.60 0.00 0.00 0.81 0.63 0.63 0.83 0.45 0.45Avail Cap(c_a), veh/h 381 0 0 365 0 0 271 2079 1131 302 2123 1165HCM 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 39.3 0.0 0.0 40.5 0.0 0.0 44.4 12.7 12.7 43.1 9.6 9.6Incr Delay (d2), s/veh 1.3 0.0 0.0 2.1 0.0 0.0 9.3 1.5 2.7 11.4 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 3.9 0.0 0.0 4.8 0.0 0.0 4.2 11.7 13.1 5.3 7.0 7.9LnGrp Delay(d),s/veh 40.7 0.0 0.0 43.5 0.0 0.0 53.7 14.2 15.4 55.5 10.3 10.9LnGrp LOS D D DBBEBBApproach Vol, veh/h14116621461655Approach Delay, s/veh40.743.517.115.1Approach LOSDDBBTimer12345678Assigned Phs2 3 46 7 8Phs Duration (G+Y+Rc), s19.4 13.4 67.219.4 15.9 64.7Change Period (Y+Rc), s4.0 4.0 4.04.0 4.0 4.0Max Green Setting (Gmax), s 22.0 15.0 51.022.0 18.0 48.0Max Q Clear Time (g_c+I1), s 10.4 9.5 16.713.3 11.8 26.1Green Ext Time (p_c), s1.5 0.1 30.71.3 0.2 20.4Intersection SummaryHCM 2010 Ctrl Delay18.2HCM 2010 LOSB
|