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I <br /> HCM Signalized Intersection Capacity Analysis <br /> I3: PUD Driveway & 75th Street SW 3/30/2015 <br /> IMovement EBT EBR Will. ITT . NBL NBR <br /> Lane Configurations ti 44'+ Y. <br /> Volume(vph) 505 18 8 396 62 53 <br /> I Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 <br /> Total Lost time(s) 4.0 4.0 4.0 <br /> Lane Util.Factor 0.95 0.91 1.00 <br /> I Frpb,ped/bikes 1.00 1.00 1.00 <br /> Flpb, ped/bikes 1.00 1.00 1.00 <br /> Frt 0.99 1.00 0.94 <br /> Flt Protected 1.00 1.00 0.97 <br /> I <br /> Satd.Flow(prot) 3054 4698 1734 <br /> Flt Permitted 1.00 0.93 0.97 <br /> Satd. Flow(perm) 3054 4376 1734 <br /> I Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Adj.Flow(vph) 549 20 9 430 67 58 <br /> RTOR Reduction(vph) 2 0 0 0 41 0 <br /> Lane Group Flow(vph) 567 0 0 439 84 0 I <br /> Confl.Peds.(#/hr) 26 <br /> Heavy Vehicles(%) 15% 81% 72% 9% 0% 0% <br /> Tum Type NA Prot NA NA <br /> I Protected Phases 2 4 1 6 3 <br /> Permitted Phases <br /> Actuated Green,G(s) 32.2 26.2 9.1 <br /> Effective Green,g(s) 32.2 26.2 9.1 <br /> I Actuated g/C Ratio 0.55 0.45 0.16 <br /> Clearance Time(s) 4.0 4.0 <br /> Vehicle Extension(s) 3.0 3.0 <br /> I Lane Grp Cap(vph) 1687 1972 271 <br /> v/s Ratio Prot c0.19 c0.00 c0.05 <br /> v/s Ratio Perm 0.10 <br /> I v/c Ratio 0.34 0.22 0.31 <br /> Uniform Delay,d1 7.2 9.8 21.8 <br /> Progression Factor 0.76 1.00 1.00 <br /> Incremental Delay,d2 0.1 0.1 0.7 <br /> I Delay(s) 5.5 9.9 22.5 <br /> Level of Service A A C <br /> Approach Delay(s) 5.5 9.9 22.5 <br /> Approach LOS A A C <br /> HCM Average Control Delay 9.1 HCM Level of Service A <br /> I HCM Volume to Capacity ratio 0.33 <br /> Actuated Cycle Length(s) 58.3 Sum of lost time(s) 16.0 <br /> Intersection Capacity Utilization 28.0% ICU Level of Service A <br /> Analysis Period(min) 15 <br /> I <br /> c Critical Lane Group <br /> I <br /> Build Alt 3/13/2015 2018 PM Synchro 8 Report <br /> I <br /> B. Powell Page 3 <br /> I <br />