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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 6: Blevvett Road & Wetly Road 3/1/2004 <br /> t <br /> fvlovemetl;g s EBLf ( <br /> Lane Configurations Y <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (vehlh) 10 0 3 36 13 8; <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate(vph) 11 0 3 ,39 14 .9 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage,, <br /> Right tum flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 64 18 23 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 confvoi. <br /> vCu, unblocked vol 64 18 23 <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 % 99 100 100 <br /> cM capacity_(veh/h) 940 1060 1592 <br /> Volume Total 11 3 39 23 <br /> Volume Left 11 3 0 0 <br /> Volume Right 0 0 0 1 9 <br /> cSH 940 1592 1700 1700 <br /> Volume to Capacity 0.01 0.00 0.02 0.01 <br /> Queue Length (ft) 1 0 .0 0 <br /> Control Delay (s) 8.9 7.3 '- 0 0 0:0 <br /> Lane LOS A A <br /> Approach Delay(s) 8.9 0.6 0.0 <br /> Approach LOS A <br /> Average Delay 1.6 <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 />