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HCM Unsignalized Intersection Capacity Analysis Cumulative Without Project <br /> 3• SR 132 & Wetly Road 2/11/2004 <br /> MoVement��'K EBR <br /> Lane Configurations I T M <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 199 1 16 828 5 5 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flour rate (vph) 216 1 17 900 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 217 1152 217 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 217 1152 217 <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 97 99 <br /> cM capacity (veh/h) 1352 216 823 <br /> z? „ � n . <br /> Volume Total 217 17 900 11 <br /> Volume Left 0 17 0 5 <br /> Volume Right 1 0 0 5 <br /> cSH 1700 1352 1700 342 <br /> Volume to Capacity 0.13 0.01 0.53 0.03 <br /> Queue Length (ft) 0 1 0 2 <br /> Control Delay (s) 0.0 7.7 0.0 15.9 <br /> Lane LOS A C <br /> Approach Delay (s) 0.0 0.1 15.9 <br /> Approach LOS C <br /> t>iytecseciiorn[t Snmmaije rc� = . law <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 53.6% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 3 <br />