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I <br /> 1 HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/30/2015 <br /> If -# c1- 4`- 4\ t P \* 4' 4/ <br /> momentEBL Elif L. ,,:i r R _ MST .. <br /> I Lane Configurations ►P f� Fr �� '�'� �� t� <br /> Volume(vph) 28 11 48 183 96 135 1057 1971 364 12 217 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 0.99 1.00 1.00 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 1900 1900 1397 1778 1778 1900 1871 1871 1357 1844 1844 <br /> I Lanes 2 2 1 1 2 0 2 2 0 2 2 0 <br /> Lane Assignment <br /> Capacity,veh/h 164 169 75 232 309 260 921 1867 334 43 1(113 314 <br /> I Proportion Arriving On Green 0.05 0.05 0.05 0.17 0.17 0.17 0.26 0.62 0.62 0.02 0.37 0.37 <br /> Movement Delay,s/veh 61.4 60.9 66.8 71.2 49.0 52.4 169.9 92.8 117.5 66.2 29.3 29.5 <br /> Movement LOS E E E E D D F F F E C C <br /> Approach Volume,veh/h 95 450 3687 324 <br /> I Approach Delay,s/veh 64.3 59.9 125.E 30.9 <br /> Approach LOS E E F C <br /> Timer; 1 2 3 4 S $. . 7 8 , <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 7.30 87.70 27.72 10.74 40.00 55.00 <br /> I Change Period(Y+Rc),s 5.00 5.00 4.50 4.50 5.00 5.00 <br /> Max.Allowable Headway(MAH),s 6.50 7.84 5.37 3.37 7.30 7.84 <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 2.69 84.70 21.38 6.25 37.00 10.21 <br /> I <br /> Green Extension Time(g_e),s 0.04 0.00 1.75 0.18 0.00 39.60 <br /> Probability of Phase Call(p_c) 0.383 1.000 1.000 0.970 1.000 1.000 <br /> Probability of Max Out(p_x) 0.000 1.000 0.409 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 2507.48 1330.53 3510.48 3510.48 <br /> I Through Movement Data <br /> Assigned Movement 2 8 4 6 <br /> Mvmt. Sat Flow,veh/h 3012.28 1777.95 3610.00 2702.64 <br /> I Right-Tum Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 539.39 1495.63 1615.00 837.60 <br /> 1 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 13.0 0.0 198.9 30.4 1148.9 0.0 0.0 0.0 <br /> Group Sat. Flow(s),veh/h/ln 1253.7 0.0 1330.5 1755.2 1755.2 0.0 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.7 0.0 19.4 1.1 35.0 0.0 0.0 0.0 <br /> Cycle Queue Clear Time(g_c),s 0.7 0.0 19.4 1.1 35.0 0.0 0.0 0.0 <br /> No-Build Alt 3/13/2015 2018 PM Synchro 8 Report I <br /> B.Powell Page 1 <br /> I <br />