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HCM []OsigOalized Intersection Capacity Analysis Existing <br /> 3: SIR 137 & Wetly Road 2/11/2004 <br /> "EBT EBR <br /> ' <br /> Sign Control Free Free Stop <br /> Grade U% O% O% <br /> Vu|unum (veh/h) 167 1 15 803 5 5 <br /> Peak Hour Factor 0.92 082 0.92 0.92 092 0.32 <br /> Hourly flow rate (vph) 182 l 17 073 5 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> VVe|kinQSpeed (;ys) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> ' <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX. platoon unblocked <br /> vC, conflicting volume 183 1090 182 <br /> vC1. stage 1 confvu| <br /> vC2, stage 2onnfvol <br /> - vCu. unblocked vol 183 1098 102 <br /> tC. single (s) 4.1 64 62 <br /> KC. 2stage (s) <br /> IF (s) 22 3.5 33 <br /> pUqueue free % 98 98 99 <br /> u&Ycapacity (veh/h) 1392 285 860 <br /> low <br /> Volume Total 183 17 873 11 <br /> Volume Left U 17 O 5 <br /> Volume Right 1 0 U 5 <br /> cSH 1700 1392 1700 389 <br /> Volume toCapacity 0.11 001 0.51 0.03 <br /> Queue Length (ft) O 1 O 2 <br /> Control Delay (s) 00 7.6 0.0 150 <br /> Lane LOS A C <br /> Approach Delay(s) 00 0.1 150 <br /> Approach LOS C <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 52.3% ICU Level ofService 8 <br /> Analysis Period (rnin) 15 <br /> Synchno6Report <br /> Peters Engineering Group Page <br />