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H[|MUDSiOa|ized Intersection Capacity /\O8kx3is Cumulative With Project Haul Route 1 <br /> 6RleVVetfRoad & Wetly Road 2/11/2804 <br /> � � <br /> ~� � A <br /> °~ � � <br /> Lane Configurations <br /> Sign Control Stop Free Free <br /> Grade 8% O% O% <br /> Vo|unne (veh/h) 5 0 1 8 7 4 <br /> Peak Hour Factor 0.92 092 8.92 0.32 /) 82 082 <br /> Hourly flow rate (vpA) 5 0 1 9 0 4 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (hKa) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> p}(` platoon unblocked <br /> vC. conflicting volume 21 10 12 <br /> vC1. stage 1 con/vol <br /> vC2. stage 2oonfvol <br /> vCu. unblocked vol 21 10 12 <br /> tC, single (s) 84 8.2 4.1 <br /> tC. 2stage (s) <br /> tF (s) 3.5 33 2.2 <br /> pOqueue free % 99 100 100 <br /> cYNcapacity(veh/h) 336 1072 1607 <br /> m/ <br /> Volume Left 5 Y O O <br /> ' <br /> Volume Right 8 O U 4 <br /> cSH 996 1007 1700 1700 <br /> Volume toCapacity 0.01 080 001 001 <br /> Queue Length (ft) 8 O 0 U <br /> Control Delay(s) 8.6 72 0.0 0.0 <br /> Lane LOS A 8 <br /> Approach Delay (s) 8O 0.8 0.0 <br /> Approach LOS A <br /> Average Delay 20 <br /> Intersection Capacity Utilization 133% ICU Level ofService A <br /> Analysis Period (nnin) 15 <br /> SynchrnOReport <br />