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2030 PM Peak Hour BuildCounty Road E Master Plan <br />HCM Unsignalized Intersection Capacity Analysis 4: West County Road E & Arden Plaza Driveway <br />MovementEBTEBRWBLWBTNBLNBR <br />Lane Configurations <br />Sign ControlFreeFreeStop <br />Grade0%0%0% <br />Volume (veh/h)110080807806090 <br />Peak Hour Factor0.920.920.920.920.920.92 <br />Hourly flow rate (vph)119687878486598 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh)1 <br />Median typeNone <br />Median storage veh) <br />Upstream signal (ft)900464 <br />pX, platoon unblocked0.810.840.81 <br />vC, conflicting volume12831837641 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol11121595318 <br />tC, single (s)4.16.86.9 <br />tC, 2 stage (s) <br />tF (s)2.23.53.3 <br />p0 queue free %83382 <br />cM capacity (veh/h)50468547 <br />Direction, Lane #EB 1EB 2WB 1WB 2WB 3NB 1 <br />Volume Total79748687424424163 <br />Volume Left00870065 <br />Volume Right08700098 <br />cSH1700170050417001700148 <br />Volume to Capacity0.470.290.170.250.251.10 <br />Queue Length 95th (ft)001500221 <br />Control Delay (s)0.00.013.60.00.0164.9 <br />Lane LOSBF <br />Approach Delay (s)0.01.3164.9 <br />Approach LOSF <br />Intersection Summary <br />Average Delay 11.8 <br />Intersection Capacity Utilization 50.7%ICU Level of Service A <br />Analysis Period (min)15 <br />9/3/2008Synchro 6 Report <br />Page 1 <br />TDI <br /> <br />