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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 1 <br /> 7: SR 132 & McCracken Road 1I2111/2004 <br /> Movement j; # , .:EBL EBT "EBR =WBL :WBT WBR' NBL ' NBT , NBR SBL . .SBT. `SBR <br /> Lane Configurations ►t to Vi A 4. 44 <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 1 195 4 6 794 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) 1 212 4 7 863 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 864 216 1096 1093 214 1096 1095 864 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 864 216 1096 1093 214 1096 1095 864 <br /> tC, single (s) 4.1 4.1 7.1 6.5 62 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 99 99 99 99 99 <br /> cM capacity(veh/h) 779 1353_ 187 213 826 188 212 354 <br /> i7irC5ari ,. <br /> M.� <br /> .� o <br /> Volume Total 1 216 7 864 11 5 <br /> Volume Left 1 0 7 0 5 1 <br /> Volume Right 0 4 0 1 4 3 <br /> cSH 779 1700 1353 1700 276 270 <br /> Volume to Capacity 0.00 0.13 0.00 0.51 0.04 0.02 <br /> Queue Length (ft) 0 0 0 0 3 2 <br /> Control Delay(s) 9.6 0.0 7.7 0.0 18.6 18.6 <br /> Lane LOS A A C C <br /> Approach Delay (s) 0.0 0.1 18.6 18.6 <br /> Approach LOS C C <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 51.9% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 7 <br />