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Existing PM Peak HourCounty Road E Master Plan <br />HCM Unsignalized Intersection Capacity Analysis 6: Harriet Ave & Lexington Ave <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Sign ControlStopStopFreeFree <br />Grade0%0%0%0% <br />Volume (veh/h)5162611940716163480926 <br />Peak Hour Factor0.920.920.920.920.920.920.920.920.920.920.920.92 <br />Hourly flow rate (vph)5167712143778173787928 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median typeNoneNone <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume1854185089318951855787908796 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol1854185089318951855787908796 <br />tC, single (s)7.16.56.27.16.56.24.14.1 <br />tC, 2 stage (s) <br />tF (s)3.54.03.33.54.03.32.22.2 <br />p0 queue free %8998808398959496 <br />cM capacity (veh/h)49673403966392750826 <br />Direction, Lane #EB 1WB 1NB 1NB 2SB 1SB 2 <br />Volume Total74284379637908 <br />Volume Left57430370 <br />Volume Right6721017028 <br />cSH22711975017008261700 <br />Volume to Capacity0.330.240.060.470.040.53 <br />Queue Length 95th (ft)34225040 <br />Control Delay (s)28.344.410.10.09.60.0 <br />Lane LOSDEBA <br />Approach Delay (s)28.344.40.50.4 <br />Approach LOSDE <br />Intersection Summary <br />Average Delay 2.2 <br />Intersection Capacity Utilization 55.3%ICU Level of Service B <br />Analysis Period (min)15 <br />9/3/2008Synchro 6 Report <br />Page 2 <br />TDI <br /> <br />