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2030 PM Peak Hour No BuildCounty Road E Master Plan <br />HCM Unsignalized Intersection Capacity Analysis 4: West County Road E & (Vacant Site) <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Sign ControlFreeFreeStopStop <br />Grade0%0%0%0% <br />Volume (veh/h)09605030730040060000 <br />Peak Hour Factor0.920.920.920.920.920.920.920.920.920.920.920.92 <br />Hourly flow rate (vph)010435433793043065000 <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 vol7198971241171022610621742297 <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)8276161077263613069658 <br />Direction, Lane #EB 1EB 2EB 3WB 1WB 2WB 3NB 1SB 1 <br />Volume Total0696402335292641090 <br />Volume Left0003300430 <br />Volume Right0054000650 <br />cSH170017001700616170017002401700 <br />Volume to Capacity0.000.410.240.050.310.160.450.00 <br />Queue Length 95th (ft)000400550 <br />Control Delay (s)0.00.00.011.20.00.031.90.0 <br />Lane LOSBDA <br />Approach Delay (s)0.00.431.90.0 <br />Approach LOSDA <br />Intersection Summary <br />Average Delay 1.9 <br />Intersection Capacity Utilization 38.5%ICU Level of Service A <br />Analysis Period (min)15 <br />9/3/2008Synchro 6 Report <br />Page 1 <br />TDI <br /> <br />