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HCM Unsignalized Intersection Capacity Analysis Existing With Seasonal Adjustments <br /> 7: SR 132 & McCracken Road 2/11/2004 <br /> -► 4\ t 1* `► 1 <br /> Movement ., �:�_. ., : <br /> " 'EBL r-EBT -, EBR' -BL'` NBTTW. BR -;NBL -"NBT"'NBR SBL 1 .•SBT' <br /> Lane Configurations *i T. ►t A 44 .T. <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 1 185 4 6 780 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) 1 201 4 7 848 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 sional (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 849 205 1070 1067 203 1070 1069 848 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 849 205 1070 1067 203 1070 1069 848 <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) 789 1366 195 220 837 196 220 361 <br /> Di�ectiorn Lap_eY, s u, SEB 1�'_`EB'2,14M <br /> Volume Total 1 205 7 849 11 5 <br /> Volume Left 1 0 7 0 5 1 <br /> Volume Right 0 4 0 1 4 3 <br /> cSH 789 1700 1366 1700 286 279 <br /> Volume to Capacity 0.00 0.12 0.00 0.50 0.04 0.02 <br /> Queue Length (ft) 0 0 0 0 3 1 <br /> Control Delay (s) 9.6 0.0 7.6 0.0 18.1 18.2 <br /> Lane LOS A A C C <br /> Approach Delay(s) 0.1 0.1 18.1 18.2 <br /> Approach LOS C C <br /> _ , <br /> intersectiomSummary:.;:4* ,;•, _.�.., a,`;: ,a< ,N^^ <br /> Average Delay 0.3 <br /> Intersection Capacity Utilization 51.1% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 7 <br />