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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/19/2015 <br /> Movement - EST EBR Wet , VV8T WM Nat NET L MT`: ' .F <br /> I Lane Configurations �� �� <br /> Volume(vph) 22 19 39 174 78 111 843 1572 289 18 173 55 <br /> Movement Number 7 4 14 3 8 18 5 2 12 1 6 16 <br /> I Initial Queue,veh 0 0 0 0 0 0 0 0 0 0 0 0 <br /> 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 1234 1900 1293 1675 1675 1900 1853 1853 1131 1831 1831 <br /> 1 Lanes 2 2 1 1 2 0 2 2 0 2 2 0 <br /> Lane Assignment <br /> Capacity,veh/h 151 101 70 220 299 210 919 1864 328 48 1005 310 <br /> Proportion Arriving On Green 0.04 0.04 0.04 0.18 0.18 0.18 0.26 0.61 0.61 0.02 0.37 0.37 <br /> I Movement Delay,s/veh 61.8 62.1 66.0 72.6 48.0 52.7 78.2 32.7 43.3 66.4 28.7 28.9 <br /> Movement LOS E E E E D D E C D E C C <br /> Approach Volume,veh/h 87 395 2939 267 <br /> I Approach Delay,s/veh Approach LOS 63.9 61.3 50.5 31.5 <br /> E E D C <br /> Timer 1_ 2 3_ 4 5 _.8.,,,,_ ,.. 7 tt _ <br /> I Assigned Phase 1 2 8 4 5 6 <br /> Case No 2.0 4.0 10.0 9.0 2.0 4.0 <br /> Phase Duration(G+Y+Rc),s 8.10 86.90 28,38 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 3.06 7.86 4.88 3.31 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 3.23 75.37 21.93 5.45 36.84 8.51 <br /> I Green Extension Time(g_e),s 0.02 0.00 1.23 0.16 0.00 39.73 <br /> Probability of Phase Call(p_c) 0.516 1.000 1.000 0.960 1.000 1.000 <br /> Probability of Max O ut(p_x) 0.000 1.000 0.318 0.000 1.000 0.954 <br /> Assigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 2089.57 1230.97 3510.48 3510.48 <br /> I <br /> Through Movement Data f x <br /> Assigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 3041.76 1675.41 2344.16 2686.71 <br /> I Right-Turn Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 535.67 1173.08 1615.00 828.34 <br /> I Left Lane Croup 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 19.6 0.0 189.1 23.9 916.3 0.0 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 1044.8 0.0 1231.0 1755.2 1755.2 0.0 0.0 0.0 <br /> Queue Serve Time(g_s),s 1.2 0.0 19.9 0.9 34.8 0.0 0.0 0.0 <br /> ICycle Queue Clear Time(g_c),s 1.2 0.0 19.9 0.9 34.8 0.0 0.0 0.0 <br /> Existing Conditions 3/13/2015 Build Synchro 8 Report <br /> I <br /> B. Powell Page 1 <br /> I <br />