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HCM UOSigO@liZSd Intersection Capacity Analysis Existing With Seasonal Adjustments <br /> 4: B|8vvettRoad & Bird Road 2/11/2004 <br /> Lane Configurations <br /> Sign Control Stop Free Free <br /> Vo|ume (veh/h) 3 27 51 6 21 47 <br /> Peak Hour Factor 0.92 092 0.92 0.92 0.92 0.92 � <br /> Hourly flow rate (vph) 3 29 55 7 23 51 <br /> Pedestrians <br /> Lane Width (ft) _ <br /> Walking Speed (fVS) <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 155 59 62 <br /> vC1. stage 1 cunfvo/ <br /> vC2. stage 2oonfvol <br /> vCu. unblocked vol 155 59 62 � <br /> tC. single (s) 0.4 82 4.1 <br /> KC. 2stage (n) <br /> tF (s) 3.5 3.3 2.2 <br /> pOqueue free Y6 100 87 93 <br /> oYWcapacity (veh/h) 824 1807 1541 <br /> Volume Total 33 62 74 <br /> Volume Left 3 O 23 <br /> Volume Right 23 7 U <br /> uGH 985 1700 1541 <br /> Volume toCapacity 0.03 004 8.07 <br /> Queue Length (ft) 3 U 1 <br /> Control Delay (s) 88 0.0 2.4 <br /> Lane LOS A A <br /> Approach Delay(s) 0.8 OO 2.4 <br /> Approach LOS A <br /> Average Delay 2.7 <br /> Intersection Capacity Utilization 20.3% ICU Level ofService A <br /> Analysis Period (nnin) 15 <br /> SynchroGReport <br /> Peters Engineering Group Page <br />