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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 1 <br /> 4: Blewett Road & Bird Road 3/1/2004 <br /> ,(- L 1 ��I ` ' .�p y j <br /> � eg g s* :-W TW-B-M�B ' INIIIQ <br /> Lane Configurations +T <br /> Sign Control Stop FreeFree <br /> Grade 0% 0% 0% <br /> Volume (velh/h) 6 202 97 11 193 89 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 092 0.92 <br /> Hourly flow rate (vph) 7 220 105 12' 210 97 <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 628 111 117 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 628 111 117 <br /> tC, single (s)' 6.4 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 3.5 3.3 2,2 <br /> p0 queue free % 98 77 96 <br /> cM capacity(veh1h) 383 942 1411 <br /> Volume Total 226 117 307 <br /> Volume Left 7 0 210 <br /> Volume Right 220 12 0 <br /> cSH 904 1700 1471 <br /> Volume to Capacity 0.25 0.07 0.14 <br /> Queue Length (ft) 25 0 12 <br /> Control Delay(s) 10.3 0.0 5.8 <br /> Lane LOS 6 A <br /> Approach Delay(s) 10.3 0.0 5.8 <br /> Approach LOS 8 <br /> Average Delay 6.3 <br /> Intersection Capacity Utilization 41.5% ICU LBvel of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />