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Attachment A <br />Existing PM <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (vph)1201280530165140110 <br />Future Volume (vph)1201280530165140110 <br />Ideal Flow (vphpl)190019001900190019001900 <br />Lane Width 111212131212 <br />Total Lost time (s)4.05.55.55.55.05.0 <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)169435053505162017521568 <br />Flt Permitted0.421.001.001.000.951.00 <br />Satd. Flow (perm)74835053505162017521568 <br />Peak-hour factor, PHF0.980.980.980.980.980.98 <br />Adj. Flow (vph)1221306541168143112 <br />RTOR Reduction (vph)00057098 <br />Lane Group Flow (vph)122130654111114314 <br />Turn Typepm+ptNANAPermProtPerm <br />Protected Phases1628 <br />Permitted Phases628 <br />Actuated Green, G (s)72.972.962.762.711.611.6 <br />Effective Green, g (s)72.972.962.762.711.611.6 <br />Actuated g/C Ratio0.770.770.660.660.120.12 <br />Clearance Time (s)4.05.55.55.55.05.0 <br />Vehicle Extension (s)2.04.55.75.72.02.0 <br />Lane Grp Cap (vph)635268923131069213191 <br />v/s Ratio Prot0.01c0.370.15c0.08 <br />v/s Ratio Perm0.130.070.01 <br />v/c Ratio0.190.490.230.100.670.07 <br />Uniform Delay, d12.94.16.55.939.936.9 <br />Progression Factor1.001.000.270.421.001.00 <br />Incremental Delay, d20.10.60.20.26.40.1 <br />Delay (s)3.04.72.02.646.337.0 <br />Level of ServiceAAAADD <br />Approach Delay (s)4.62.142.2 <br />Approach LOSAAD <br />Intersection Summary <br />HCM 2000 Control Delay7.9HCM 2000 Level of ServiceA <br />HCM 2000 Volume to Capacity ratio0.54 <br />Actuated Cycle Length (s) 95.0Sum of lost time (s)14.5 <br />Intersection Capacity Utilization52.5%ICU Level of ServiceA <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 3 <br /> <br />