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2030 PM Peak Hour BuildCounty 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)100601002040770203088030 <br />Peak Hour Factor0.920.920.920.920.920.920.920.920.920.920.920.92 <br />Hourly flow rate (vph)110651102243837223395733 <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 volume1984198497320221989848989859 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol1984198497320221989848989859 <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 %731007965100949496 <br />cM capacity (veh/h)40553063155361699782 <br />Direction, Lane #EB 1WB 1NB 1NB 2SB 1SB 2 <br />Volume Total76334385933989 <br />Volume Left1111430330 <br />Volume Right6522022033 <br />cSH1568069917007821700 <br />Volume to Capacity0.490.410.060.510.040.58 <br />Queue Length 95th (ft)58415030 <br />Control Delay (s)48.178.110.50.09.80.0 <br />Lane LOSEFBA <br />Approach Delay (s)48.178.10.50.3 <br />Approach LOSEF <br />Intersection Summary <br />Average Delay 3.4 <br />Intersection Capacity Utilization 59.4%ICU Level of Service B <br />Analysis Period (min)15 <br />9/3/2008Synchro 6 Report <br />Page 2 <br />TDI <br /> <br />