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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> 1 : Seaway Boulevard & 75th Street SW 3/30/2015 <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> I Lane Configurations Vii tat1+ �� <br /> Volume(vph) 74 104 645 512 16 43 80 417 368 187 1346 45 <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 0.73 1.00 0.89 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 1881 1881 1881 1776 1776 1776 1743 1743 1743 1863 1863 1863 <br /> I Lanes 2 2 1 1 2 0 2 2 0 2 2 0 <br /> Lane Assignment <br /> Capacity,veh/h 748 769 344 364 382 237 147 625 474 258 1390 46 <br /> Proportion Arriving On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.05 0.36 0.36 0.07 0.39 0.39 <br /> I <br /> Movement Delay,s/veh 44.0 44.4 531.8 306.5 43.4 45.2 66.7 45.9 57.6 65.5 90.3 91.6 <br /> Movement LOS D D F F D D E D E E F F <br /> Approach Volume,veh/h 895 621 940 1715 <br /> I Approach Delay,s/veh 426.3 279.5 52.8 87.9 <br /> Approach LOS F F D F <br /> Timer: 1 2 3 4 5 6 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 15.43 55.00 34.50 34.50 11.36 59.07 <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 2.81 7.90 4.04 3.16 7.34 7.90 <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 10.10 40.76 32.00 32.00 5.69 56.07 <br /> I Green Extension Time(g_e),s 0.34 9.07 0.00 0.00 0.90 0.00 <br /> Probability of Phase Call(p_c) 1.000 1.000 1.000 1.000 0.966 1.000 <br /> Probability of Max Out(p_x) 0.000 0.997 1.000 1.000 0.000 1.000 <br /> I Left-Turn Movement Data <br /> Assigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 3441.64 1691.14 3475.72 3220.62 <br /> I Through Movement Data <br /> Assigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 1743.12 1775.70 3574.26 3584.75 <br /> I Right-Turn Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 1322.99 1102.54 1599.01 119.63 <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 203.3 0.0 556.5 80.4 87.0 0.0 0.0 0.0 <br /> Group Sat. Flow(s),veh/h/In 1720.8 0.0 1691.1 1737.9 1610.3 0.0 0.0 0.0 <br /> I Queue Serve Time(g_s),s 8.1 0.0 30.0 2.6 3.7 0.0 0.0 0.0 <br /> Cycle Queue Clear Time(g_c),s 8.1 0.0 30.0 2.6 3.7 0.0 0.0 0.0 <br /> Build Alt 3/13/2015 2038 PM Synchro 8 Report <br /> IB. Powell Page 1 <br /> I <br />