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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 4: Blewett Road & Bird Road 311/2004 <br /> Movement a $LT°3574SR N6: u <br /> Lane Configurations Y T+ +'T <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume(veh/h) 6 179 97 11 55 89 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0_.92 0.92 <br /> Hourly flow rate (vph) 7 195 105 12 60 97 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right tum flare (veh) <br /> Median type' ' None u't- <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 328 111 117 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol' <br /> vCu, unblocked vol 328 111 117 <br /> IC,single(s) 6.4 6.2 4.1 <br /> tC, 2 stage (s) <br /> tF (s) 3.5 3.3 22 <br /> p0 queue free % 99 79 96 <br /> cM capacity(veh/h) 640 942 1471 <br /> Volume Total 201 117 157 x Y <br /> Volume Left 7 0 60 <br /> Volume Right 195 12 0 <br /> cSH 928 1700 1471 <br /> Volume to Capacity 0.22 0.07 0.04 <br /> Queue Length (ft) 21 0 3 <br /> Control Oelay(s) 10.0 0.0 3.1 <br /> Lane LOS A A <br /> Approach Delays) 10.0 0.0 3.1 <br /> Approach LOS A <br /> ,•- <br /> d.; h s <br /> Average Delay 5.2 <br /> Intersection Capacity Utilization 32.5% (CU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />