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HCM Signalized Intersection Capacity Analysis <br />39: Mortimer & 4th 1/28/2016 <br />Move <br />EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />I <br />+ <br />0.95 <br />1.00 <br />T+ <br />0.96 <br />Satd. Flow (perm) <br />1770 <br />1863 <br />1835 <br />4+ <br />33 <br />Traffic Volume (vph) <br />150 <br />195 <br />0 <br />0 <br />525 <br />65 <br />0 <br />0 <br />0 <br />110 <br />0 <br />30 <br />Future Volume (vph) <br />150 <br />195 <br />0 <br />0 <br />525 <br />65 <br />0 <br />0 <br />0 <br />110 <br />0 <br />30 <br />Ideal Flow(vphpl) <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />Total Lost time (s) <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Lane Util. Factor <br />1.00 <br />1.00 <br />1.00 <br />6 <br />1.00 <br />Fr: <br />1.00 <br />1.00 <br />0.99 <br />0.97 <br />At Protected <br />0.95 <br />1.00 <br />1.00 <br />0.96 <br />Satd. Flow (prot) <br />1770 <br />1863 <br />1835 <br />1740 <br />At Permitted <br />0.95 <br />1.00 <br />1.00 <br />0.96 <br />Satd. Flow (perm) <br />1770 <br />1863 <br />1835 <br />1740 <br />Peak -hour factor, PHF <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Adj. Flow (vph) <br />163 <br />212 <br />0 <br />0 <br />571 <br />71 <br />0 <br />0 <br />0 <br />120 <br />0 <br />33 <br />RTOR Reduction (vph) <br />0 <br />0 <br />0 <br />0 <br />5 <br />0 <br />0 <br />0 <br />0 <br />0 <br />56 <br />0 <br />Lane Group Flow (vph) <br />163 <br />212 <br />0 <br />0 <br />637 <br />0 <br />0 <br />0 <br />0 <br />0 <br />97 <br />0 <br />Tum Type <br />Prot <br />NA <br />NA <br />Perm <br />NA <br />Protected Phases <br />7 <br />4 <br />8 <br />6 <br />Permitted Phases <br />6 <br />Actuated Green, G (s) <br />17.5 <br />60.5 <br />38.5 <br />20.5 <br />Effective Green, g (s) <br />17.5 <br />60.5 <br />38.5 <br />20.5 <br />Actuated g/C Ratio <br />0.19 <br />0.67 <br />0.43 <br />0.23 <br />Clearance Time (s) <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Lane Grp Cap (vph) <br />344 <br />1252 <br />784 <br />396 <br />v/s Ratio Prot <br />c0.09 <br />0.11 <br />c0.35 <br />v/s Ratio Perm <br />0.06 <br />v/c Ratio <br />0.47 <br />0.17 <br />0.81 <br />0.24 <br />Uniform Delay, d1 <br />32.2 <br />5.5 <br />22.6 <br />28.4 <br />Progression Factor <br />1.04 <br />0.88 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />4.5 <br />0.3 <br />9.0 <br />1.5 <br />Delay (s) <br />37.8 <br />5.1 <br />31.6 <br />29.9 <br />Level of Service <br />D <br />A <br />C <br />C <br />Approach Delay (s) <br />19.3 <br />31.6 <br />0.0 29.9 <br />Approach LOS <br />B <br />C <br />A C <br />Intersection Summary <br />HCM 2000 Control Delay <br />27.4 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio <br />0.58 <br />Actuated Cycle Length (s) <br />90.0 Sum of lost time (s) 13.5 <br />Intersection Capacity Utilization <br />59.1% ICU Level of Service B <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />7/22015 Baseline Synchro 9 Report <br />Page 17 <br />