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MCM [1OSigOalized Intersection Capacity Analysis Cumulative Without Project <br /> 4: BleVVett Road & Bi[d Road 2/11/2004 <br /> Lane Configurations <br /> Sign Control Skop Free Free '~ <br /> Grad O% 0% 0% <br /> \/o|ume (veh/h) 3 20 109 8 21 105 <br /> Peak Hour Factor 0.92 8.82 0.82 0.92 0�92 8.92 <br /> Hourly flow rate (vph) 3 28 118 7 23 114 -' <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (MYs) `- <br /> PernentB|ookage <br /> Right turn flare (veh) <br /> Median type None .- <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX. platoon unblocked <br /> vC. conflicting volume 282 122 125 -- <br /> vC1, stage 1 ounfvu| <br /> vC2, stage 2confvol <br /> vCu. unblocked vol 282 122 125 -- <br /> 8C. single (s) 84 62 41 <br /> tC. 2stage (s) <br /> tF (s) 3.5 33 22 -~ <br /> p0queue free % 100 ST 98 <br /> dNcapacity (veh/h) 697 929 1482 <br /> Tip <br /> Volume Total 32 125 137 <br /> Volume Left 3 0 25 <br /> Volume Right 28 7 U <br /> cSH 899 1700 1462 <br /> Volume tnCapacity 004 007 UO2 <br /> Queue Length (ft) 3 0 1 <br /> Control Delay(s) 32 0.0 1.4 <br /> Lane LOS /\ /\ <br /> Approach Delay (n) 92 0.0 1.4 <br /> Approach LOS A <br /> ;�verage Delay 1.6 <br /> Intersection Capacity Utilization 23.496 ICU Level nfService A <br /> Analysis Period (nnin) 15 <br /> Synohru8Report <br /> Peters Engineering Group Page <br />