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Attachment A <br />Existing AM <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (vph)453157151205555 <br />Future Volume (vph)453157151205555 <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 Permitted0.341.001.001.000.951.00 <br />Satd. Flow (perm)60735053505162017521568 <br />Peak-hour factor, PHF0.960.960.960.960.960.96 <br />Adj. Flow (vph)473287451255757 <br />RTOR Reduction (vph)00026052 <br />Lane Group Flow (vph)4732874599575 <br />Turn Typepm+ptNANAPermProtPerm <br />Protected Phases1628 <br />Permitted Phases628 <br />Actuated Green, G (s)76.476.469.269.28.18.1 <br />Effective Green, g (s)76.476.469.269.28.18.1 <br />Actuated g/C Ratio0.800.800.730.730.090.09 <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)524281825531180149133 <br />v/s Ratio Prot0.00c0.09c0.21c0.03 <br />v/s Ratio Perm0.070.060.00 <br />v/c Ratio0.090.120.290.080.380.04 <br />Uniform Delay, d12.12.04.43.741.139.9 <br />Progression Factor1.001.000.390.201.001.00 <br />Incremental Delay, d20.00.10.20.10.60.0 <br />Delay (s)2.12.12.00.841.739.9 <br />Level of ServiceAAAADD <br />Approach Delay (s)2.11.840.8 <br />Approach LOSAAD <br />Intersection Summary <br />HCM 2000 Control Delay5.2HCM 2000 Level of ServiceA <br />HCM 2000 Volume to Capacity ratio0.30 <br />Actuated Cycle Length (s) 95.0Sum of lost time (s)14.5 <br />Intersection Capacity Utilization44.3%ICU Level of ServiceA <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 3 <br /> <br />