Laserfiche WebLink
I <br /> HCM Signalized Intersection Capacity Analysis <br /> I <br /> 3: PUD Driveway & 75th Street SW 3/19/2015 <br /> --1► "`i c l-- •\ , <br /> IN r . T ' , <br /> Lane Configurations +'* 444 V <br /> Volume(vph) 508 17 8 390 60 51 <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 <br /> Frpb,ped/bikes 1.00 1.00 1.00 <br /> Flpb,ped/bikes 1.00 1.00 1.00 <br /> Frt 1.00 1.00 0.94 <br /> Flt Protected 1.00 1.00 0.97 <br /> Satd. Flow(prot) 3037 4656 1735 <br /> Flt Permitted 1.00 0.93 0.97 <br /> Satd.Flow(perm) 3037 4337 1735 <br /> I <br /> Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Adj.Flow(vph) 552 18 9 424 65 55 <br /> RTOR Reduction(vph) 2 0 0 0 40 0 <br /> Lane Group Flow(vph) 568 0 0 433 80 0 I <br /> Confl.Peds.(#/hr) 25 <br /> Heavy Vehicles(%) 16% 81% 72% 10% 0% 0% <br /> Tum Type NA Prot NA NA <br /> I <br /> Protected Phases 2 4 1 6 3 <br /> Permitted Phases <br /> Actuated Green,G(s) 32.1 26.4 9.3 <br /> I <br /> Effective Green,g(s) 32.1 26.4 9.3 <br /> 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 <br /> Lane Grp Cap(vph) 1661 1958 275 <br /> v/s Ratio Prot c0.19 c0.00 c0.05 <br /> v/s Ratio Perm 0.09 <br /> I v/c Ratio 0.34 0.22 0.29 <br /> Uniform Delay,dl 7.4 9.9 21.8 <br /> Progression Factor 0.72 1.00 1.00 <br /> Incremental Delay,d2 0.1 0.1 0.6 <br /> I Delay(s) 5.4 9.9 22.4 <br /> Level of Service A A C <br /> Approach Delay(s) 5.4 9.9 22.4 <br /> ' Approach LOS A A C <br /> ct1tidtrY <br /> HCM Average Control Delay 9.0 HCM Level of Service A <br /> I <br /> HCM Volume to Capacity ratio 0.33 <br /> Actuated Cycle Length(s) 58.7 Sum of lost time(s) 16.0 <br /> Intersection Capacity Utilization 27.8% ICU Level of Service A <br /> Analysis Period(min) 15 <br /> I <br /> c Critical Lane Group <br /> I <br /> 2015 PM 3/13/2015 Build Synchro 8 Report <br /> I <br /> B. Powell Page 3 <br /> I <br />