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Attachment A <br />Horizon Year Build PM - Improvements <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (vph)1451620740125125135 <br />Future Volume (vph)1451620740125125135 <br />Ideal Flow (vphpl)190019001900190019001900 <br />Lane Width 111212121212 <br />Total Lost time (s)4.05.55.55.55.55.5 <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 Permitted0.271.001.001.000.951.00 <br />Satd. Flow (perm)48835053505156817521568 <br />Peak-hour factor, PHF0.980.980.980.980.980.98 <br />Adj. Flow (vph)1481653755128128138 <br />RTOR Reduction (vph)000700114 <br />Lane Group Flow (vph)14816537555812824 <br />Turn Typepm+ptNANAPermPermPerm <br />Protected Phases748 <br />Permitted Phases4866 <br />Actuated Green, G (s)40.640.628.328.310.610.6 <br />Effective Green, g (s)40.640.628.328.310.610.6 <br />Actuated g/C Ratio0.650.650.450.450.170.17 <br />Clearance Time (s)4.05.55.55.55.55.5 <br />Vehicle Extension (s)3.03.03.03.03.03.0 <br />Lane Grp Cap (vph)47922871594713298267 <br />v/s Ratio Prot0.04c0.470.22 <br />v/s Ratio Perm0.160.04c0.070.01 <br />v/c Ratio0.310.720.470.080.430.09 <br />Uniform Delay, d14.87.111.89.623.121.7 <br />Progression Factor1.001.001.001.001.001.00 <br />Incremental Delay, d20.41.20.20.01.00.1 <br />Delay (s)5.28.312.09.624.121.9 <br />Level of ServiceAABACC <br />Approach Delay (s)8.011.722.9 <br />Approach LOSABC <br />Intersection Summary <br />HCM 2000 Control Delay10.4HCM 2000 Level of ServiceB <br />HCM 2000 Volume to Capacity ratio0.72 <br />Actuated Cycle Length (s) 62.2Sum of lost time (s)15.0 <br />Intersection Capacity Utilization60.9%ICU Level of ServiceB <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 2 <br /> <br />