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HCM [|DSigDalizBd Intersection Capacity Analysis Cumulative Without Project <br /> 4: BleVV8ttRoad & Bird Road 2/11/2004 <br /> Lane Configurations -T <br /> Sign Control Stop Free Free <br /> Grade U% O% O% <br /> Vu|unne (veh/A) 3 26 108 0 21 105 <br /> Peak Hour Factor 0.92 0.92 0.32 0.92 0Q2 8.32 <br /> Hourly flow rate (»ph) 3 28 118 7 23 114 <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 /> pX. platoon unblocked <br /> vC. conflicting volume 282 122 125 <br /> vC1, stace1cnnfvol <br /> vC2. stage 2cnnfvol <br /> vCu. unblocked vol 282 122 125 <br /> tC. single/s\ 6.4 62 4.1 <br /> 'LC. 2stage (s) <br /> tF (s) 3.5 33 2.2 <br /> pOqueue free % 100 DT 88 <br /> cMcapacity (veh/h) 697 929 1402 <br /> WIN <br /> PIM P1 <br /> Volume Total 32 125 137 <br /> Volume Left 3 O 28 <br /> Volume Right 28 7 O <br /> cSH 099 1700 1462 <br /> Volume toCapacity 0O4 0.07 0.02 <br /> Queue Length (ft) 3 O 1 <br /> Control Delay(s) 02 00 14 <br /> Lane LOS A 8 <br /> Approach Delay(s) 9.2 00 14 <br /> Approach LOS A <br /> CapacityAverage Delay 1.6 <br /> Intersecton <br /> Utilization 23.4% ICU Level of Service A <br /> Analysis Period (nnin) 15 <br /> SynchmGReport <br />