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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 /> Lane Configurations ►� �, <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 6 202 97, 41 193 89 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 7 220 105" `` ,1_2-- , 210 97 <br /> Pedestrians <br /> Lane Width <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 " 4aj <br /> VC;, stage 1 conf vol <br /> yC2, stage,2 corif 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 g2 <br /> p0 queue free % 98 77 86 <br /> cM capacity(veh/h) 383 942 1471 <br /> 14 <br /> Volume Total 226 1.17 307 <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 <br /> .14'Queue Length (ft) 25 0 12 <br /> Control Delay(s) 10.3 0.0 5:8 <br /> Lane LOS B A <br /> Approach-Delay(s) 10.3 OA 5,8;. <br /> Approach LOS e <br /> Average Delay 6.3 <br /> Intersection Capacity Utilization 41.5%''- ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />