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HCMi]nSigOa|iZ8d Intersection Capacity Analysis Cumulative With Project Haul Route 2 <br /> 7: SR 132 & McCracken Road 2/11/2004 <br /> 4 *4 � <br /> , v � / <br /> Lane Configurations Vi T4 4:� <br /> - <br /> Grade om 0% U% D% <br /> Vo|urne (veh/h) 1 185 4 G 794 1 5 1 4 1 1 3 <br /> Peak Hour Factor 0.32 0�92 0.92 0.92 0.32 0.92 0.92 0.82 0.82 0.32 &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/a) <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 1098 1085 804 <br /> vC1. stage 1 uunfvol <br /> vC2, stage 2confvol <br /> vCu. unblocked vol 864 210 1098 1093 214 1896 1085 864 <br /> tC. single (c) 41 4.1 7.1 6.5 6.2 7.1 65 6.2 <br /> tC. Zstage (s) <br /> IF (s) 22 22 3.5 4.0 33 35 4.0 33 <br /> pOqueue free % 100 100 37 99 OG 99 98 99 <br /> cM capacity(veh/h) 779 1353 � � 187 213 826 188 212 354 <br /> Volume Total 1 216 7 864 11 5 <br /> Volume Right 8 4 O 1 4 3 <br /> uSH 778 1700 1353 1700 275 278 <br /> Volume tuCapacity 0.00 0.13 0.00 051 0.04 0.02 <br /> Queue Length (ft) O 0 8 0 3 2 <br /> Control Delay (s) 9.6 0.0 77 0.0 18.8 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 03 <br /> Intersection Capacity Utilization 51.9% ICU Level ofService A <br /> Analysis Period (nnin) 15 <br /> - <br /> SynchmUReport <br /> Peters Engineering Group Page <br />