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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> I2: PUD Driveway & 75th Street SW 3/19/2015 <br /> ir 4- 4 p <br /> Movement EBT EBR WBL WBT NBL NBR <br /> I Lane Configurations +'. ¶ 1 IV <br /> (vph) 500 17 8 382 60 51 <br /> Movement Number 6 16 5 2 7 14 <br /> Initial Queue,veh 0 0 0 0 0 0 <br /> I Fed-Bike Adj. Factor(A_pbT) 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 <br /> Adj.Sat.Flow Rate,veh/h/In 1712 1712 1792 1792 1900 1900 <br /> I Lanes 2 0 1 1 1 0 <br /> Lane Assignment <br /> Capacity,veh/h 2822 96 879 1536 0 0 <br /> Proportion Arriving On Green 0.86 0.86 0.86 0.86 0.00 0.00 <br /> I Movement Delay,s/veh 0.7 0.7 0.5 0.9 0.0 0.0 <br /> Movement LOS A A A A <br /> Approach Volume,veh/h 562 424 0 <br /> I Approach Delay,s/veh 0.7 0.9 0.0 <br /> Approach LOS A A <br /> I Assigned Phase 2 4 6 <br /> Case No 6.0 0.0 8.0 <br /> Phase Duration(G+Y+Rc),s 35.00 0.00 35.00 <br /> Change Period(Y+Rc),s 5.00 4.50 5.00 I <br /> Max.Allowable Headway(MAH),s 0.02 0.00 0.02 <br /> Maximum Green Setting(Gmax),s 30.00 25.00 30.00 <br /> Max.Queue Clearance Time(g_c+11),s 0.00 0.00 0.00 <br /> I Green Extension Time(g_e),s 0.00 0.00 0.00 <br /> Probability of Phase Call(p_c) 1.000 0.000 1.000 <br /> Probability of Max Out(p_x) 0.000 0.000 0.000 <br /> IAssigned Movement 5 7 <br /> Mvmt.Sat Flow,veh/h 812.79 0.00 <br /> I Througl Movement Data <br /> Assigned Movement 2 6 <br /> Mvmt.Sat Flow,veh/h 1792.45 3291.89 <br /> I Right-Tem Movement Data <br /> Assigned Movement 12 16 <br /> Mvmt.Sat Flow,veh/h 0.00 111.80 <br /> I . <br /> Assigned Movement 0 5 0 7 0 0 0 0 <br /> Lane Assignment L <br /> I Lanes in Group 0 1 0 0 0 0 0 0 <br /> Group Volume(v),veh/h 0.0 8.7 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 0.0 812.8 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 <br /> ICycle Queue Clear Time(g_c),s 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 <br /> 2015 No Build 3/13/2015 PM Synchro 8 Report <br /> I <br /> B.Powell Page 4 <br />