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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 2 <br /> 2: SR 132 & Koster Road 2/11/2004 <br /> EBL '_ EBT 'EBR"=_< WBL r",WBTBR_. ,NBL NBT -.tKBR 'tiSBL F SBT $BR <br /> Lane Configurations ►) A <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0/o o <br /> Volume (veh/h) 2 203 123 26 848 0 11 3 25 0 1 7 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 2 221 134 28 922 0 12 3 27 0 1 8 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 922 354 1278 1270 288 1232 1337 922 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 922 354 1278 1270 288 1232 1337 922 <br /> tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 <br /> 1C, 2 stage (s) <br /> IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 100 98 91 98 96 100 99 98 <br /> cM capacity (veh/h) 741 1204, 136 164 752 143 149 328 <br /> D��ection �ane#: B L' E82VY1$ 2 .[ 5 ( <br /> Volume Total 2 354 28 922 42 9 <br /> Volume Left 2 0 28 0 12 0 <br /> Volume Right 0 134 0 0 27 8 <br /> cSH 741 1700 1204 1700 295 285 <br /> Volume to Capacity 0.00 0.21 0.02 0.54 0.14 0.03 <br /> Queue Length (ft) 0 0 2 0 12 2 <br /> Control Delay(s) 9.9 0.0 8.1 0.0 19.3 18.0 <br /> Lane LOS A A C C <br /> Approach Delay(s) 0.1 0.2 19.3 18.0 <br /> Approach LOS C C <br /> tofersectro Summa _ .. }.. 5- �.R <br /> Average Delay 0.9 <br /> Intersection Capacity Utilization 60.3% ICU Level of Service B <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />