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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> I <br /> 1: Seaway Boulevard & 75th Street SW 3/30/2015 <br /> i t -. c 1- 4\ t P \. 4/ <br /> 1" EBR IMA. WBT WaR Nal. NOT Neft <br /> . SW UR <br /> I <br /> Lane Configurations Fr i '� '� ' + <br /> Volume(vph) 61 86 529 415 13 35 66 341 302 150 1103 37 <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 /> I Ped-Bike Adj. Factor(A_pbT) 1.00 1.00 1.00 0.75 1.00 0.91 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 1863 1863 1863 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 750 771 345 369 387 245 131 633 491 217 1381 46 <br /> Proportion Arriving On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.04 0.36 0.36 0.06 0.39 0.39 <br /> I Movement Delay,s/veh 42.9 43.3 366.3 176.6 42.5 43.9 66.1 39.4 43.9 65.4 52.5 52.7 <br /> Movement LOS D D F F D D E D D E D D <br /> Approach Volume,veh/h 735 503 771 1402 <br /> I Approach Delay,s/veh 296.0 162.8 43.8 54.1 <br /> Approach LOS F F D D <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 13.67 55.00 34.50 34.50 10.61 58.05 <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 2.81 7.89 4.04 3.17 7.34 7.89 <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 8.42 30.08 32.00 32.00 5.01 44.56 <br /> ' Green Extension Time(g_e),s 0.27 18.25 0.00 0.00 0.71 5.24 <br /> Probability of Phase Call(p_c) 0.998 1.000 1.000 1.000 0.936 1.000 <br /> Probability of Max Out(p_x) 0.000 0.938 1.000 1.000 0.000 1.000 <br /> I u .. _. <br /> Assigned Movement 1 3 7 5 <br /> gMvmt.Sat Flow,veh/h 3441.64 1691.14 3441.64 3220.62 <br /> IAssigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 1743.12 1775.70 3539.22 3584.11 <br /> I Right-Turn Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 1353.15 1124.80 1583.33 120.18 <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 <br /> Lanes in Group 2 0 1 2 2 0 0 0 <br /> Group Volume(v),veh/h 163.0 0.0 451.1 66.3 71.7 0.0 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 1720.8 0.0 1691.1 1720.8 1610.3 0.0 0.0 0.0 <br /> Queue Serve Time(g_s),s 6.4 0.0 30.0 2.1 3.0 0.0 0.0 0.0 <br /> I <br /> Cycle Queue Clear Time(g_c),s 6.4 0.0 30.0 2.1 3.0 0.0 0.0 0.0 <br /> Build Alt 3/13/2015 2018 PM Synchro 8 Report <br /> B.Powell Page 1 <br /> I <br />