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2030 PM Peak Hour BuildCounty Road E Master Plan <br />HCM Unsignalized Intersection Capacity Analysis 7: West County Road E & Holiday Inn Site <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Sign ControlFreeFreeStop <br />Grade0%0%0% <br />Volume (veh/h)209707905013040 <br />Peak Hour Factor0.920.920.920.920.920.92 <br />Hourly flow rate (vph)2210548595414143 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median typeNone <br />Median storage veh) <br />Upstream signal (ft)630734 <br />pX, platoon unblocked0.990.800.99 <br />vC, conflicting volume9131457457 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol9021285441 <br />tC, single (s)4.16.86.9 <br />tC, 2 stage (s) <br />tF (s)2.23.53.3 <br />p0 queue free %97092 <br />cM capacity (veh/h)742122559 <br />Direction, Lane #EB 1EB 2EB 3WB 1WB 2SB 1 <br />Volume Total22527527572341185 <br />Volume Left220000141 <br />Volume Right00005443 <br />cSH7421700170017001700149 <br />Volume to Capacity0.030.310.310.340.201.24 <br />Queue Length 95th (ft)20000271 <br />Control Delay (s)10.00.00.00.00.0210.1 <br />Lane LOSAF <br />Approach Delay (s)0.20.0210.1 <br />Approach LOSF <br />Intersection Summary <br />Average Delay 18.0 <br />Intersection Capacity Utilization 43.1%ICU Level of Service A <br />Analysis Period (min)15 <br />9/3/2008Synchro 6 Report <br />Page 3 <br />TDI <br /> <br />