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HCM [1OSigDGliZRd Intersection Capacity /\nalyEiS Cumulative With Project HaVl Route 1 <br /> 4: Bl8VVett Road & Bird Road 2/11/2004 <br /> �� /Op. <br /> � <br /> Lane Configurations <br /> Sign Control Stop Free Free <br /> Grade V% O% O% <br /> Vn|urnm (veh/h) 8 179 109 O 174 105 <br /> Peak Hour Factor 092 082 092 092 (}.92 092 <br /> Hourly flow rate (vph) 3 195 110 7 189 114 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (M/s) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None <br /> Median storage voh) <br /> Upstream signal (ft) <br /> _ pX. platoon unblocked <br /> vC. conflicting volume 814 122 125 <br /> vC1. stage 1uonfvol <br /> vC2, stage 2oonfvol <br /> - vCu. unblocked vol 014 122 125 <br /> tC` single (s) 84 62 4.1 <br /> {C. 2stage (s) <br /> tF (s) 3.5 3-3 2.2 <br /> p0queue free % 99 79 87 <br /> dNcapacity (veh/h) 396 928 1,482 <br /> � <br /> Volume Total 198 125 303 <br /> Volume Left 3 0 189 <br /> _ <br /> Volume Right 195 7 O <br /> cSH SOQ 1700 1462 <br /> Volume hoCapacity 022 007 0.73 <br /> Queue Length (ft) 21 O 11 <br /> Control Delay (s) 10.1 0.0 53 <br /> Lane LOS 8 /\ <br /> Approach Delay (s) 10.1 08 5.3 <br /> Approach LOS 8 <br /> Average Delay 57 <br /> Intersection Capacity Utilization 397% ICU Level ofService A <br /> Analysis Period (nnin) 15 <br /> Synchrn6Report <br /> Peters Engineering Group Page <br />