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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> I1: Seaway Boulevard & 75th Street SW 3/30/2015 <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> ILane Configurations VI) ++ r 1 41 vivi +1 "j"j <br /> Volume(vph) 23 17 40 159 68 110 846 1608 298 11 178 57 <br /> Movement Number 7 4 14 3 8 18 5 2 12 1 6 16 <br /> Initial Queue,veh 0 0 0 0 0 0 0 0 0 0 0 0 <br /> 1 Ped-Bike Adj.Factor(A_pbT) 1.00 1.00 1.00 0.82 1.00 0.95 1.00 1.00 <br /> Parking,Bus Adj.Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Adj.Sat.Flow Rate,veh/h/In 1900 1284 1900 1348 1735 1735 1900 1868 1868 1293 1831 1831 <br /> I Lanes 2 2 1 1 2 0 2 2 0 2 2 0 <br /> Lane Assignment <br /> Capacity,veh/h 152 105 70 227 306 213 922 1903 338 38 1006 312 <br /> Proportion Arriving On Green 0.04 0.04 0.04 0.18 0.18 0.18 0.26 0.62 0.62 0.02 0.38 0.38 <br /> I Movement Delay,s/veh Movement LOS 61.6 61.8 66.1 61.0 47.6 52.5 78.2 32.0 42.8 66.5 28.6 28.8 <br /> E E E E D D E C D E C C <br /> Approach Volume,veh/h 87 366 2991 267 <br /> I <br /> Approach Delay,s/veh Approach LOS 63.9 55.5 49.9 30.4 <br /> E E D C <br /> Timer: 1 2 3 4 5 6 7 8 <br /> I Assigned Phase Case No 1 2 8 4 5 6 <br /> 2.0 4.0 10.0 9.0 2.0 4.0 <br /> Phase Duration(G+Y+Rc),s 7.15 87.85 28.04 10.26 40.00 55.00 <br /> Change Period(Y+Rc),s 5.00 5.00 4.50 4.50 5.00 5.00 <br /> I <br /> Max.Allowable Headway(MAH),s 2.98 7.86 4.90 3.26 7.30 7.86 <br /> Maximum Green Setting(Gmax),s 30.00 50.00 30.00 30.00 35.00 50.00 <br /> Max.Queue Clearance Time(g_c+11),s 2.66 76.47 19.08 5.53 36.89 8.69 <br /> I Green Extension Time(g_e),s 0.01 0.00 1.35 0.16 0.00 39.83 <br /> Probability of Phase Call(p_c) 0.358 1.000 1.000 0.960 1.000 1.000 <br /> Probability of Max Out(p_x) 0.000 1.000 0.103 0.000 1.000 0.962 <br /> IAssigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 2388.08 1283.35 3510.48 3510.48 <br /> IAssigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 3062.08 1735.32 2439.19 2681.39 <br /> I Righfi,'Fum Movement Data , <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 543.32 1204.36 1615.00 833.05 <br /> Lane Left Lane Group Data <br /> Assigned Movement 1 0 3 7 5 0 0 0 <br /> Lane Assignment L(Prot) L L L(Prot) <br /> I Lanes in Group 2 0 1 2 2 0 0 0 <br /> Group Volume(v),veh/h 12.0 0.0 172.8 25.0 919.6 0.0 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 1194.0 0.0 1283.4 1755.2 1755.2 0.0 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.7 0.0 17.1 0.9 34.9 0.0 0.0 0.0 <br /> ICycle Queue Clear Time(g_c),s 0.7 0.0 17.1 0.9 34.9 0.0 0.0 0.0 <br /> Build Alt 3/13/2015 2018 AM Synchro 8 Report <br /> IB.Powell Page 1 <br /> I <br />