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Attachment A <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (vph)903607708510590 <br />Future Volume (vph)903607708510590 <br />Ideal Flow (vphpl)190019001900190019001900 <br />Lane Width 111212121212 <br />Total Lost time (s)4.04.04.04.04.04.0 <br />Lane Util. Factor1.000.950.951.001.001.00 <br />Frt1.001.001.000.851.000.85 <br />Flt Protected0.951.001.001.000.951.00 <br />Satd. Flow (prot)169435053505156817521568 <br />Flt Permitted0.221.001.001.000.951.00 <br />Satd. Flow (perm)38535053505156817521568 <br />Peak-hour factor, PHF0.960.960.960.960.960.96 <br />Adj. Flow (vph)943758028910994 <br />RTOR Reduction (vph)00054076 <br />Lane Group Flow (vph)943758023510918 <br />Turn Typepm+ptNANAPermProtPerm <br />Protected Phases7486 <br />Permitted Phases486 <br />Actuated Green, G (s)28.828.818.218.29.09.0 <br />Effective Green, g (s)28.828.818.218.29.09.0 <br />Actuated g/C Ratio0.630.630.400.400.200.20 <br />Clearance Time (s)4.04.04.04.04.04.0 <br />Vehicle Extension (s)3.03.03.03.03.03.0 <br />Lane Grp Cap (vph)43022041392623344308 <br />v/s Ratio Protc0.030.11c0.23c0.06 <br />v/s Ratio Perm0.110.020.01 <br />v/c Ratio0.220.170.580.060.320.06 <br />Uniform Delay, d14.33.510.88.515.815.0 <br />Progression Factor1.001.001.001.001.001.00 <br />Incremental Delay, d20.30.00.60.00.50.1 <br />Delay (s)4.53.611.48.516.315.0 <br />Level of ServiceAABABB <br />Approach Delay (s)3.811.115.7 <br />Approach LOSABB <br />Intersection Summary <br />HCM 2000 Control Delay9.5HCM 2000 Level of ServiceA <br />HCM 2000 Volume to Capacity ratio0.44 <br />Actuated Cycle Length (s) 45.8Sum of lost time (s)12.0 <br />Intersection Capacity Utilization42.1%ICU Level of ServiceA <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 2 <br /> <br />