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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 4: Blewett Road & Bird Road 3/1/2004 <br /> t 1 1 <br /> N!p e4IeQ rarxrY BB0ls1 <br /> Lane Configurations ` Y '* <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 6 49 97 11 40 89 <br /> Peak Hour Factor 0.92 0.92 0.92 0._92 0.92 0.92 <br /> Hourly flow rate (vph) 7 53 105 12 43 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 volume 295 111 11.7 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 confvof <br /> vCu, unblocked vol 295 111 117 - <br /> tC, single (s) r "6.4 6.2 4 1 <br /> tC, 2 stage (s) <br /> tF (s) 3.5 3.3 12 <br /> p0 queue free % 99 94 97 <br /> cM capacity(veh/h) 675 942 1471 <br /> ectlo - yr NB = u•° i <br /> -s <br /> Volume Total 60 117 _ 140 <br /> Volume Left 7 0 43 <br /> Volume Right 53 12 0 <br /> cSH 903 1700 1471 <br /> Volume to Capacity 0.07 0.07 0.03 <br /> Queue Length (ft) 5 0 2 <br /> Control Delay(s) 9.3 0.0 2,5 _ ; -- <br /> Lane LOS A A <br /> Approach Delay (s) 9.3 0.0 2:5,. <br /> Approach LOS A <br /> Average Delay 2.8 <br /> Intersection Capacity Utilization 23.6% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />