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Attachment A <br />Opening Year Build PM - Signal at Herschel <br />MovementEBLEBTWBTWBRSBLSBR <br />Lane Configurations <br />Traffic Volume (vph)1451470675125125135 <br />Future Volume (vph)1451470675125125135 <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 Permitted0.261.001.001.000.951.00 <br />Satd. Flow (perm)47035053505156817521568 <br />Peak-hour factor, PHF0.980.980.980.980.980.98 <br />Adj. Flow (vph)1481500689128128138 <br />RTOR Reduction (vph)000780111 <br />Lane Group Flow (vph)14815006895012827 <br />Turn Typepm+ptNANAPermProtPerm <br />Protected Phases7486 <br />Permitted Phases486 <br />Actuated Green, G (s)32.132.119.619.69.79.7 <br />Effective Green, g (s)32.132.119.619.69.79.7 <br />Actuated g/C Ratio0.640.640.390.390.190.19 <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)51122591379617341305 <br />v/s Ratio Prot0.05c0.430.20c0.07 <br />v/s Ratio Perm0.140.030.02 <br />v/c Ratio0.290.660.500.080.380.09 <br />Uniform Delay, d14.25.511.49.517.416.4 <br />Progression Factor1.001.001.001.001.001.00 <br />Incremental Delay, d20.30.70.30.10.70.1 <br />Delay (s)4.56.211.79.518.116.6 <br />Level of ServiceAABABB <br />Approach Delay (s)6.111.317.3 <br />Approach LOSABB <br />Intersection Summary <br />HCM 2000 Control Delay8.8HCM 2000 Level of ServiceA <br />HCM 2000 Volume to Capacity ratio0.66 <br />Actuated Cycle Length (s) 49.8Sum of lost time (s)12.0 <br />Intersection Capacity Utilization54.2%ICU Level of ServiceA <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 2 <br /> <br />