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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 4: Blewett Road & Bird Road 3/1/2004 <br /> t t �' �► <br /> Lane Configurations_ ►� ,� <br /> Sigh Control Stop Free Free _ <br /> Grade 0% 0% 0% <br /> Volume (vehlh) 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 (f/s) - <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 /> vG, conflicting volume 295 . .111 117 <br /> vC1, stage 1 conf vol <br /> vC2,;stage,2 cont vol <br /> vCu, unblocked vol 295 111 117 — <br /> tG, single(s) 6.4 624.1 <br /> tC, 2 stage (s) <br /> tF(s) ; 3.5 3.3 2.2 _ <br /> p0 queue free % 99 94 97 <br /> cM'capacity (veh/h) 675 942:, 1471 <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 Delays) 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.0lillization 23.6% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />