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HCM Unsignalized Intersection Capacity Analysis Existing With Seasonal Adjustments <br /> 3: SR 132 & Wetly Road 2/11/2004 <br /> -�* r <br /> BT -.EBR <br /> Lane Configurations T. *i T <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 191 1 16 820 5 5 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 208 1 17 891 5 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (f/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 209 1134 208 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 209 1134 208 <br /> IC, single is) 4.1 6.4 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 3.5 3.3 <br /> p0 queue free % 99 98 99 <br /> cM capacity(veh/h) 1362 221 832 <br /> Volume Total 209 17 891 11 <br /> Volume Left 0 17 0 5 <br /> Volume Right 1 0 0 5 <br /> cSH 1700 1362 1700 349 <br /> Volume to Capacity 0.12 0.01 0.52 0.03 <br /> Queue Length (ft) 0 1 0 2 <br /> Control Delay(s) 0.0 7.7 0.0 15.6 <br /> Lane LOS A C <br /> Approach Delay (s) 0.0 0.1 15.6 <br /> Approach LOS C <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 53.2% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> _ Peters Engineering Group Page 3 <br />