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HCM Unsignalized Intersection Capacity Analysis Existing <br /> 6: Blewett Road & Wetly Road 2/11/2004 <br /> Movement.. 1 y ;:EBL > EB V51415 BT § SBR: <br /> =c <br /> Lane Configurations ►YI I ? <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (vehlh) 4 0 1 8 5 3 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 4 0 1 9 5 3 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <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 18 7 9 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 18 7 9 <br /> tC, single (s) 6.4 6.2 4.1 <br /> tC, 2 stage (s) <br /> tF (s) 3.5 3.3 2.2 <br /> p0 queue free % 100 100 100 <br /> cM capacity (veh/h) 999 1075 1611 <br /> Volume Total 4 1 9 9 <br /> Volume Left 4 1 0 0 <br /> Volume Right 0 0 0 3 <br /> cSH 999 1611 1700 1700 <br /> Volume to Capacity 0.00 0.00 0.01 0.01 <br /> Queue Length (ft) 0 0 0 0 <br /> Control Delay(s) 8.6 7.2 0.0 0.0 <br /> Lane LOS A A <br /> Approach Delay (s) 8.6 0.8 0.0 <br /> Approach LOS A <br /> Average Delay 2.0 <br /> Intersection Capacity Utilization 13.3% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 6 <br />