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HCM Unsignalized Intersection Capacity Analy>is Future (2025) Without Project <br /> 3: SR 132 & Wetly Road 3/1/2004 <br /> M1AYe::_ at wwO VfBr' EE3: 8� 3a <br /> Lane Configurations T+ T Y <br /> Sign Control Free Free :atop <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 ).92 0.92 <br /> Hourly flow rate (vph) 650 2 .33'` 1693 17 ' 27 <br /> Pedestrians <br /> Lane Width (ft)` <br /> Walking Speed (ft/s) <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 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 652 2410 651 <br /> tC, single(s) 4;1 6.4 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 3.5 3-3 <br /> p0 queue free % 97 50 94 <br /> cM capacity(veh/h) 934 35 468 <br /> Volume Total t 652 33 1693- 45 <br /> Volume Left 0 33 0 17 <br /> Volume Right 2 0 0 27 <br /> cSH 1700 934 1700 80 <br /> Volume to Capacity 0.38' 0.03 1.00 0.56 <br /> Queue Length (ft) 0 3 0 61 <br /> Control Delays) 0.0 9.0 0:0 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 />