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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 1 <br /> 2: SR 132 & Koster Road 2/1112004 <br /> � � Z � � h 1 t' �► 1 d <br /> SBT 'itSBR <br /> . <br /> Mdvemen t.� ....EBL -EBT EBR:.;-WBL3N� i <br /> Lane Configurations �+ <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 2 226 8 3 871 0 11 3 2 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) 2 246 9 3 947 0 12 3 2 0 1 8 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (f 1s) <br /> Percent Blockage <br /> Right tum flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 947 254 1216 1208 250 1207 1212 947 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 947 254 1216 1208 250 1207 1212 947 <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 /> IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 100 100 92 98 100 100 99 98 <br /> cM capacity(veh/h) 725 1311 . 153 182 789 157 181 317 <br /> 1`iEe3c oe#S Ir--EB1 ;E6 2= W .a _ "` SB4� ; r, <br /> Volume Total 2 254 3 947 17 9 <br /> Volume Left 2 0 3 0 12 0 <br /> Volume Right 0 9 0 0 2 8 <br /> cSH 725 1700 1311 1700 176 290 <br /> Volume to Capacity 0.00 0.15 0.00 0.56 0.10 0.03 <br /> Queue Length (ft) 0 0 0 0 8 2 <br /> Control Delay(s) 10.0 0.0 7.8 0.0 27.7 17.8 <br /> Lane LOS A A D C <br /> Approach Delay (s) 0.1 0.0 27.7 17.8 <br /> Approach LOS D C <br /> tR e{�r5t?( IQEK�SUriSmaFy F' y 7MF71T"1"Z-`"'. 'i ,?�+ r'a'�1 !`%E✓?� ;'r�'n`' IRK. <br /> Average Delay 0.6 <br /> Intersection Capacity Utilization 60.1% ICU Level of Service B <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />