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2030 PM Peak Hour Build MITIGATEDCounty Road E Master Plan <br />HCM Signalized Intersection Capacity Analysis 7: West County Road E & Holiday Inn Site <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 <br />Total Lost time (s)4.04.04.04.04.04.04.04.0 <br />Lane Util. Factor1.000.951.000.951.001.001.001.00 <br />Frt1.000.991.000.991.000.871.000.88 <br />Flt Protected0.951.000.951.000.951.000.951.00 <br />Satd. Flow (prot)17703499177035081770161217701640 <br />Flt Permitted0.301.000.101.000.721.000.691.00 <br />Satd. Flow (perm)551349919135081345161212791640 <br />Volume (vph)209708080790506010901301040 <br />Peak-hour factor, PHF0.920.920.920.920.920.920.920.920.920.920.920.92 <br />Adj. Flow (vph)2210548787859546511981411143 <br />RTOR Reduction (vph)07005006600290 <br />Lane Group Flow (vph)221134087908065430141250 <br />Turn Typepm+ptpm+ptPermPerm <br />Protected Phases743826 <br />Permitted Phases4826 <br />Actuated Green, G (s)42.441.944.844.829.429.429.429.4 <br />Effective Green, g (s)42.442.445.345.329.429.429.429.4 <br />Actuated g/C Ratio0.470.470.500.500.330.330.330.33 <br />Clearance Time (s)4.04.54.04.54.04.04.04.0 <br />Vehicle Extension (s)3.03.03.03.03.03.03.03.0 <br />Lane Grp Cap (vph)30416482051766439527418536 <br />v/s Ratio Prot0.00c0.320.03c0.260.030.02 <br />v/s Ratio Perm0.030.180.05c0.11 <br />v/c Ratio0.070.690.420.510.150.080.340.05 <br />Uniform Delay, d114.218.615.515.021.421.022.920.7 <br />Progression Factor0.380.530.450.481.001.001.001.00 <br />Incremental Delay, d20.11.00.80.20.70.30.50.0 <br />Delay (s)5.511.07.97.422.221.323.420.8 <br />Level of ServiceABAACCCC <br />Approach Delay (s)10.97.521.622.7 <br />Approach LOSBACC <br />Intersection Summary <br />HCM Average Control Delay11.2HCM Level of ServiceB <br />HCM Volume to Capacity ratio0.55 <br />Actuated Cycle Length (s) 90.0Sum of lost time (s)12.0 <br />Intersection Capacity Utilization57.7%ICU Level of ServiceB <br />Analysis Period (min)15 <br />c Critical Lane Group <br />9/3/2008Synchro 6 Report <br />Page 1 <br />TDI <br />