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I <br /> I HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/19/2015 <br /> If I 411- 4\ t P <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SST SBR <br /> I Lane Configurations ' �p � �� VI <br /> (vph) 22 9 39 146 76 107 841 1568 289 10 173 55 <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 1774 1774 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 153 157 70 197 262 221 955 1946 348 38 1052 324 <br /> I Proportion Arriving On Green 0.04 0.04 0.04 0.15 0.15 0.15 0.27 0.65 0.65 0.02 0.39 0.39 <br /> Movement Delay,s/veh 59.4 59.0 63.5 61.2 49.7 52.6 65.4 26.4 30.9 64.2 26.3 26.5 <br /> Movement LOS E E E E D D E C C E C C <br /> Approach Volume,veh/h 76 358 2933 259 <br /> I Approach Delay,s/veh 61.6 55.7 40.1 28.0 <br /> Approach LOS E E D C <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 6.93 88.06 23.52 10.10 39.99 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 5.36 3.38 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 2.55 65.74 16.84 5.32 34,96 8.07 <br /> I Green Extension Time(g_e), s 0.03 0.00 1 JO 0.14 0.03 40.08 <br /> Probability of Phase Call(p_c) 0.322 1.000 1.000 0.934 1.000 1.000 <br /> Probability of Max Out(p_x) 0.000 1.000 0.076 0.000 1.000 0.953 <br /> I Lit ` ra Movement <br /> Assigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 2507.48 1330.53 3510.48 3510.48 <br /> I Thr a*vaunt Data <br /> Assigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 3013.64 1773.73 3610.00 2706.47 <br /> I Right-Turn Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt. Sat Flow,veh/h 538.65 1492.38 1615.00 834.44 <br /> I <br /> 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 /> Lanes in Group 2 0 1 2 2 0 0 0 <br /> Group Volume(v),veh/h 10.9 0.0 158.7 23.9 914.1 0.0 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 1253.7 0.0 1330.5 1755.2 1755.2 0.0 0.0 0.0 <br /> I Queue Serve Time(g_s),s 0.6 0.0 14.8 0.8 33.0 0.0 0.0 0.0 <br /> Cycle Queue Clear Time(g_c),s 0.6 0.0 14.8 0.8 33.0 0.0 0.0 0.0 <br /> 2015 No Build 3/13/2015 AM Synchro 8 Report <br /> B.Powell Page 1 <br /> I <br />