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Existing PM Peak HourCounty Road E Master Plan <br />HCM Unsignalized Intersection Capacity Analysis 4: West County Road E & Arden Plaza Dvwy <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Sign ControlFreeFreeStopStop <br />Grade0%0%0%0% <br />Volume (veh/h)09605128730043061000 <br />Peak Hour Factor0.920.920.920.920.920.920.920.920.920.920.920.92 <br />Hourly flow rate (vph)010435530793047066000 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh)1 <br />Median typeNoneNone <br />Median storage veh) <br />Upstream signal (ft)900464 <br />pX, platoon unblocked0.940.820.850.850.820.850.850.94 <br />vC, conflicting volume79310981533192954913801957397 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol7228991250171822910701750301 <br />tC, single (s)4.14.17.56.56.97.56.56.9 <br />tC, 2 stage (s) <br />tF (s)2.22.23.54.03.33.54.03.3 <br />p0 queue free %100955910090100100100 <br />cM capacity (veh/h)8276161057163412868656 <br />Direction, Lane #EB 1EB 2EB 3WB 1WB 2WB 3NB 1SB 1 <br />Volume Total0696403305292641130 <br />Volume Left0003000470 <br />Volume Right0055000660 <br />cSH170017001700616170017002371700 <br />Volume to Capacity0.000.410.240.050.310.160.460.00 <br />Queue Length 95th (ft)000400560 <br />Control Delay (s)0.00.00.011.20.00.032.50.0 <br />Lane LOSBDA <br />Approach Delay (s)0.00.432.50.0 <br />Approach LOSDA <br />Intersection Summary <br />Average Delay 1.9 <br />Intersection Capacity Utilization 38.6%ICU Level of Service A <br />Analysis Period (min)15 <br />9/3/2008Synchro 6 Report <br />Page 1 <br />TDI <br /> <br />