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HCM Unsignalized Intersection Capacity Analysis Future (2025) Without Project <br /> 3: SR 132 & Wetly Road 3/1/2004 <br /> ~ 4� 1.4, <br /> Mloye'm'�oE;-77,K- ,7-,.-E BT E61? <br /> Lane Configurations T. t Y <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume(veh/h) 598 2 30 1558, 16 25 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 650 2 33 :1693 '17 '27 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (fUs) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None :-- <br /> Median storage veh) <br /> Upstream signal(ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 652 2410 651 <br /> vC1, stage 1 cont vol <br /> vC2, stage.2 cont vol <br /> vCu, unblocked vol 652 2410 651 <br /> tC, single(s) 4-1 6.4 6.2 <br /> tC, 2 stage (s; <br /> IF(s) 2:2 ' 3.5 3.3 <br /> p0 queue free % 97 50 94 <br /> cMcapacity(veh/h) 934, 35 .,468 <br /> Volume Total 652 33 1693 45 <br /> Volume Left 0 33 0 17 <br /> Volume Right 2 0 0 27 <br /> cSH 1700 934 1700 8o <br /> Volume to Capacity 0.38 0.03 1.00 0.56 <br /> Queue Length (ft) 0 3 0 61 <br /> Control Delay(s) 0:0 9.0 00 95.5 <br /> Lane LOS A F <br /> Approach Delay(s) 0:0 0.2 95.5 <br /> Approach LOS F <br /> Average Delay 1.9 <br /> Intersection Capacity Utilization 92.0% ICU Level of Service F <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 3 <br />