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HCM Unsignalized Intersection Capacity Analysis Cumulative Without Project <br /> 7: SR 132 & McCracken Road 2/11/2004 <br /> MoveinenYr ::.tx EBL>_'EBT EBR, W.Bt tNBF '11V9R NBL% n;NBT.. -.NBR "SBL ZBT SBR <br /> Lane Configurations 44 <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 1 172 4 6 771 1 5 1 4 1 1 3 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 1 187 4 7 838 1 5 1 4 1 1 3 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 839 191 1046 1043 189 1046 1045 839 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 839 191 1046 1043 189 1046 1045 839 <br /> tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 100 100 97 100 99 99 100 99 <br /> cM capacity (veh/h) 796 1382 , 203 228 853 204 227 366 <br /> F ircct74 Lan MM-T,- VEW <br /> Volume Total 1 191 7 839 11 5 <br /> Volume Left 1 0 7 0 5 1 <br /> Volume Right 0 4 0 1 4 3 <br /> cSH 796 1700 1382 1700 296 286 <br /> Volume to Capacity 0.00 0.11 0.00 0.49 0.04 0.02 <br /> Queue Length (ft) 0 0 0 0 3 1 <br /> Control Delay (s) 9.5 0.0 7.6 0.0 17.6 17.9 <br /> Lane LOS A A C C <br /> Approach Delay (s) 0.1 0.1 17.6 17.9 <br /> Approach LOS C C <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 50.6% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 7 <br />