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Attachment A <br />Horizon Year No-Build PM - Improvements <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (vph)1351365590180155120 <br />Future Volume (vph)1351365590180155120 <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 Permitted0.391.001.001.000.951.00 <br />Satd. Flow (perm)69335053505162017521568 <br />Peak-hour factor, PHF0.980.980.980.980.980.98 <br />Adj. Flow (vph)1381393602184158122 <br />RTOR Reduction (vph)000640107 <br />Lane Group Flow (vph)138139360212015815 <br />Turn Typepm+ptNANAPermProtPerm <br />Protected Phases1628 <br />Permitted Phases628 <br />Actuated Green, G (s)72.572.562.162.112.012.0 <br />Effective Green, g (s)72.572.562.162.112.012.0 <br />Actuated g/C Ratio0.760.760.650.650.130.13 <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)596267422911058221198 <br />v/s Ratio Prot0.02c0.400.17c0.09 <br />v/s Ratio Perm0.160.070.01 <br />v/c Ratio0.230.520.260.110.710.08 <br />Uniform Delay, d13.14.46.96.239.936.6 <br />Progression Factor1.001.000.310.531.001.00 <br />Incremental Delay, d20.10.70.20.28.80.1 <br />Delay (s)3.25.22.43.448.736.7 <br />Level of ServiceAAAADD <br />Approach Delay (s)5.02.643.4 <br />Approach LOSAAD <br />Intersection Summary <br />HCM 2000 Control Delay8.4HCM 2000 Level of ServiceA <br />HCM 2000 Volume to Capacity ratio0.58 <br />Actuated Cycle Length (s) 95.0Sum of lost time (s)14.5 <br />Intersection Capacity Utilization55.1%ICU Level of ServiceB <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 3 <br /> <br />