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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 4: Blewett Road & Bird Road 3/1/2004 <br /> 61ove5Tgnt � <br /> Lane Configurations ►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 (ft1s) <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 volume328 111 117 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 328 111 117 <br /> tC,single(s) 6.4 62 4.1 <br /> tC, 2 stage (s) <br /> tF(s) 3.5 3.3 2.2 <br /> p0 queue free % 99 79 96 <br /> cM capacity(veh/h)' 640 942 1471 <br /> Volume Total 201 117 157 <br /> Volume Left 7 0 60 <br /> Volume Right 195 12 0 <br /> cSH 928 1700 1471 <br /> Volume to Capacity, 022 0.07 0.04 <br /> Queue Length (ft) 21 0 3 <br /> �- Controt-00ay,(s) 10.0 0.0 3.1 <br /> Lane LOS A A <br /> Approach Defay(s) 10.0 0.0 3.1 <br /> Approach LOS A <br /> pq <br /> Average Deiay 5.2 <br /> Intersection Capacity Utilization 32.5% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />