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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> I1: Seaway Boulevard & 75th Street SW 3/19/2015 <br /> I f -• c 4 4\ t P \ 4/ <br /> Movement EBL EST EBR WEL WBT 'WIER NEL NET NBR SLt. SET SBR <br /> I Lane Configurations irlii tat1r 'I + <br /> Volume(vph) 69 90 543 416 18 38 69 332 293 153 1071 36 <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 /> Fed-Bike Adj. Factor(A_pbT) 1.00 1.00 1.00 0.75 1.00 0.92 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 1696 1696 1696 1743 1743 1743 1845 1845 1845 <br /> I Lanes 2 2 1 1 2 0 2 2 0 2 2 0 <br /> Lane Assignment <br /> Capacity,veh/h 756 778 348 352 369 234 132 632 492 219 1370 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 43.2 43.4 379.5 202.7 42.8 44.2 66.3 39.0 43.0 65.5 50.8 51.0 <br /> Movement LOS D D F F D D E D D E D D <br /> Approach Volume,veh/h 763 513 754 1370 <br /> I Approach Delay,s/veh 303.3 183.8 43.4 52.6 <br /> Approach LOS F F D D <br /> T ry .. _ 1 2 3 4 I 6_, 7 i <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 13.88 55.00 34.50 34.50 10.66 58.22 <br /> IChange 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 4.08 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+11),s 8.62 28.96 32.00 32.00 5.15 43.35 <br /> I Green Extension Time(g_e),s 0.27 18.98 0.00 0.00 0.75 6.34 <br /> Probability of Phase Call(p_c) 0.998 1.000 1.000 1.000 0.943 1.000 <br /> Probability of Max Out(p_x) 0.000 0.924 1.000 1.000 0.000 1.000 <br /> Assigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 3408.23 1615.65 3475.72 3220.62 <br /> I Through Movement DataAiiiiiii <br /> Assigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 1743.12 1696.43 3574.26 3549.02 <br /> Right-Tum Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 1356.63 1077.23 1599.01 119.26 <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 166.3 0.0 452.2 75.0 75.0 0.0 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 1704.1 0.0 1615.6 1737.9 1610.3 0.0 0.0 0.0 <br /> Queue Serve Time(g_s),s 6.6 0.0 30.0 2.4 3.2 0.0 0.0 0.0 <br /> ICycle Queue Clear Time(g_c),s 6.6 0.0 30.0 2.4 3.2 0.0 0.0 0.0 <br /> 2015 PM 3/13/2015 Build Synchro 8 Report <br /> IB.Powell Page 1 <br />