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HCM [lDSigO3|iZed Intersection Capacity Analysis Cumulative Without Project <br /> 7: SIR 137 & McCracken Road 2/11/2004 <br /> Lane Configurations T* 4+ + <br /> Sign Control Free Free Stop Stop <br /> Grade D% 0Y6 8% O% <br /> Vo|urne (veh/h) 1 172 4 G 771 1 5 1 4 1 1 3 <br /> Peak Hour Factor 092 0-92 0.32 092 0.92 092 0.92 0.92 0.92 0.82 0.92 0.82 <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 (tt/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 838 191 1046 1043 188 1V40 1045 033 <br /> vC1. stage 1 confvo| <br /> vC2. stage 2uonfvol <br /> vCu. unblocked vol 839 191 1046 1043 183 1040 1045 839 <br /> tC. single (s) 41 4.1 71 05 6.2 71 8�5 6.2 <br /> tC. 2stage (s) <br /> iF (o) 2.2 22 35 40 3.3 35 4.0 3.3 <br /> p0queue free % 108 100 97 100 99 99 100 99 <br /> cMcapacity (veh/h) 796 1382 203 220 853 204 227 306 <br /> EEK EB 2 <br /> wr <br /> Volume Total 1 191 7 839 11 5 <br /> Volume Left 1 O 7 0 5 1 <br /> Volume Right O 4 O 1 4 3 <br /> nSH 790 1700 1382 1700 296 280 <br /> Volume tuCapacity 000 0.11 0.00 8.48 0.84 0.02 <br /> Queue Length (ft) O O O 0 5 1 <br /> Control Delay (s) 95 00 7.6 00 176 179 <br /> Lane LOS A A C C <br /> Approach Delay (o) 0.1 01 17.0 17.9 <br /> Approach LOS C C <br /> R03'M6656i'v, <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 50.6% ICU Level ofService /\ <br /> Analysis Period (nlin) 15 <br /> ' <br /> Synchm5Report <br />