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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/30/2015 <br /> I f Nt c 4- t i t \* i d <br /> Mo . � � .... SIC T WM 1401. . W. ..�, r ..,a, <br /> I Lane Configurations Fr �� �'i '�`ir <br /> Volume(vph) 28 19 48 200 83 135 1032 1964 364 17 217 69 <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 0.79 1.00 0.94 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 1729 1729 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 165 114 76 242 326 219 903 1842 326 53 986 306 <br /> Proportion Arriving On Green 0.05 0.05 0.05 0.19 0.19 0.19 0.26 0.60 0.60 0.02 0.37 0.37 <br /> I Movement Delay,s/veh 62.5 62.6 67.9 80.5 47.7 56.6 168.8 94.7 132.4 67.0 30.6 30.8 <br /> Movement LOS E E E F D E F F F E C C <br /> Approach Volume,veh/h 103 454 3652 329 <br /> I Approach Delay,s/veh Approach LOS 65.3 66.3 130.5 32.8 <br /> E E F C <br /> now. 1 2 3 4 '_ 5 6 7 6;, <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 8.02 86.98 30.14 10.89 40.00 55.00 <br /> Change Period(Y+Rc),s 5.00 5.00 4.50 4.50 5.00 5.00 <br /> I Max.Allowable Headway(MAH),S 2.98 7.86 4.91 3.24 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+I1),s 3.04 83.98 24.51 6.33 37.00 10.53 <br /> I Green Extension Time(g_e),s 0.02 0.00 1.13 0.19 0.00 39.28 <br /> Probability of Phase Call(p_c) 0.503 1.000 1.000 0.980 1.000 1.000 <br /> Probability of Max Out(p_x) 0.000 1.000 0.834 0.000 1.000 0.995 <br /> I Left-Turn Movement Data <br /> Assigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 2388.08 1283.35 3510.48 3510.48 <br /> Through Movement Data <br /> Assigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 3056.04 1729.28 2439.19 2682.88 <br /> I Right-Turn Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 540.62 1161.07 1615.00 831.48 <br /> I 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 18.5 0.0 217.4 30.4 1121.7 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 1.0 0.0 22.5 1.1 35.0 0.0 0.0 0.0 <br /> Cycle Queue Clear Time(g_c),s 1.0 0.0 22.5 1.1 35.0 0.0 0.0 0.0 <br /> Build Alt 3/13/2015 2038 AM Synchro 8 Report <br /> I <br /> B. Powell Page 1 <br /> I <br />