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HCM Unsignalized Intersection Capacity Analysis Future (2025) With Project Haul Route 2 <br /> 3: SR '132 & Wetly Road 3/1/2004 <br /> -0. > r '- <br /> o eR1eL1.. ._ . .mc- . . BTBR x BL'^ CIQF_-TB NBR � ue� a r v <br /> Lane Configurations Ta Flt <br /> Sign Control Free Free Stop <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 621 2 30 _1581 16 25 <br /> Peak Hour Factor 0.92 092 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 675 2 33 1718 17 27 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ftls) <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 677 2460 "676 _ <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 677 2460 676 <br /> tC, single (s) 4.1 "6.4 62 <br /> tC, 2 stage (s) <br /> IF (s) 2.2 3.5 3.3 <br /> p0 queue free % 96 46 94 <br /> cM capacity(veh/h) 915 32 453 <br /> Volume Total 677 33 1718 45 , <br /> Volume Left 0 33 0 17 <br /> Volume Right 2 0 0 27 <br /> cSH 1700 915 1700 75 <br /> Volume to Capacity 0.40 0.04 1.01 0.60 <br /> Queue Length (ft) 0 3 0 65 <br /> Control Delay(s) 0.0 9.1 0.0 107:7 <br /> Lane LOS A F <br /> Approach Delay-(s) 0.0 0.2 -:107.7 <br /> Approach LOS F <br /> Average Delay 2.1 <br /> Intersection Capacity Utilization 93.2% ICU Level of Service F <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 3 <br />