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HCM UU3igOGliZ9d Intersection Capacity /\O@kmiS Cumulative Without Project <br /> 3SIR 132 & Wetly Road 2/11/2004 <br /> Lane Configurations Y <br /> Sign Control Free Free Stop <br /> Grade D% O% O% <br /> Vo|unne (veh/h) 199 1 16 828 5 5 <br /> Peak Hour Factor 092 0.92 092 O92 } 92 082 <br /> Hourly flow rate (xph) 218 1 17 900 5 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (0Ko) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type Kone <br /> Median storage veh) <br /> Upstream signal (ft) <br /> _ pX. platoon unblocked <br /> vC. conflicting volume 217 1152 217 <br /> vC1. stage 1 nunfvo| <br /> vC2. stage 2confvol <br /> - vCu. unblocked vol 217 1152 217 <br /> hC` single (s) 4-1 6.4 62 <br /> 8C` 2stage (s) <br /> tF (s) 22 3.5 33 <br /> p0queue free % 99 97 89 <br /> c&Ycapacity (veh/h) 1352 210 823 <br /> Volume Total 217 17 900 11 <br /> Volume Left V 17 0 5 <br /> Volume Right 1 U 0 5 <br /> cSU 1700 1352 1700 342 <br /> Volume UzCapacity 013 0.01 053 003 <br /> Queue Length (ft) O 1 D 2 <br /> Control Delay(s) 0.0 77 8.0 15.9 <br /> Lane LOS A C <br /> Approach Delay (s) 0.0 0.1 158 <br /> Approach LOS C <br /> Average Delay O3 <br /> Intersection Capacity Utilization 53.8% |CU Level nfService /\ <br /> Analysis Period (rnin) 15 <br /> Synchro6Report <br /> _ <br /> Peters Engineering Group Poge % <br /> - <br />