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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 6: Blewett Road & Wetly Road 3/1/2004 <br /> Lane Configurations ►� (a <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 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 - <br /> Pedestrians <br /> Lane Width (ft) w„ <br /> Walking Speed (f`1s) <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 64 18 23 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <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 /> ti <br /> Volume Total 11 3 39- 23 <br /> Volume Left 11 3 0 0 <br /> Volume Right 0 0 0 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 Delays) 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 />