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HCM Unsignalized Intersection Capacity Analysis Existing <br /> 3: SR 132 & Wetly Road 2/11/2004 <br /> / o - <br /> Movement.T BT. ;.EBR <br /> Lane Configurations jr M <br /> Sign Control Free Free Stop — <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 167 1 16 803 5 5 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 182 1 17 873 5 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> Wa king Speed (ft/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 183 1090 182 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 183 1090 182 <br /> tC, single (s) 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) 1392 235 860 <br /> Volume Total 183 17 873 11 <br /> Volume Left 0 17 0 5 <br /> Volume Right 1 0 0 5 <br /> cSH 1700 1392 1700 369 <br /> Volume to Capacity 0.11 0.01 0.51 0.03 <br /> Queue Length (ft) 0 1 0 2 <br /> Control Delay (s) 0.0 7.6 0.0 15.0 <br /> Lane LOS A C <br /> Approach Delay (s) 0.0 0.1 15.0 <br /> Approach LOS C <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 52.3% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 3 <br />