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HCM Signalized Intersection Capacity Analysis <br />35: French & 4th 1/28/2016 <br />Lane Configurations <br />41) <br />4 <br />F <br />41) <br />1 <br />1� <br />Traffic Volume (vph) <br />15 <br />160 <br />35 <br />85 380 <br />90 <br />20 <br />65 <br />85 <br />100 <br />50 <br />15 <br />Future Volume (vph) <br />15 <br />160 <br />35 <br />85 380 <br />90 <br />20 <br />65 <br />85 <br />100 <br />50 <br />15 <br />Ideal Flow(vphpl) <br />1900 <br />1900 <br />1900 <br />1900 1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />Total Lost time (s) <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />Lane Util. Factor <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Frt <br />0.98 <br />1.00 <br />0.85 <br />0.93 <br />1.00 <br />0.97 <br />At Protected <br />1.00 <br />0.99 <br />1.00 <br />0.99 <br />0.95 <br />1.00 <br />Satd. Flow (prot) <br />1814 <br />1846 <br />1583 <br />1727 <br />1770 <br />1799 <br />At Permitted <br />0.96 <br />0.90 <br />1.00 <br />0.97 <br />0.60 <br />1.00 <br />Satd.Flow (perm) <br />1747 <br />1670 <br />1583 <br />1679 <br />1110 <br />1799 <br />Peak -hour factor, PHF <br />0.92 <br />0.92 <br />0.92 <br />0.92 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 />16 <br />174 <br />38 <br />92 413 <br />98 <br />22 <br />71 <br />92 <br />109 <br />54 <br />16 <br />RTOR Reduction (vph) <br />0 <br />8 <br />0 <br />0 0 <br />42 <br />0 <br />39 <br />0 <br />0 <br />11 <br />0 <br />Lane Group Flow (vph) <br />0 <br />220 <br />0 <br />0 505 <br />56 <br />0 <br />146 <br />0 <br />109 <br />59 <br />0 <br />Tum Type <br />Perm <br />NA <br />Perm NA <br />Perm <br />Perm <br />NA <br />Perm <br />NA <br />Protected Phases <br />4 <br />8 <br />2 <br />6 <br />Permitted Phases <br />4 <br />8 <br />8 <br />2 <br />6 <br />Actuated Green, G (s) <br />51.0 <br />51.0 <br />51.0 <br />29.0 <br />29.0 <br />29.0 <br />Effective Green, g (s) <br />51.0 <br />51.0 <br />51.0 <br />29.0 <br />29.0 <br />29.0 <br />Actuated g/C Ratio <br />0.57 <br />0.57 <br />0.57 <br />0.32 <br />0.32 <br />0.32 <br />Clearance Time (s) <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />Lane Grp Cap (vph) <br />989 <br />946 <br />897 <br />541 <br />357 <br />579 <br />v/s Ratio Prot <br />0.03 <br />v/s Ratio Perm <br />0.13 <br />c0.30 <br />0.04 <br />0.09 <br />c0.10 <br />v/c Ratio <br />0.22 <br />0.53 <br />0.06 <br />0.27 <br />0.31 <br />0.10 <br />Uniform Delay, d1 <br />9.7 <br />12.1 <br />8.8 <br />22.6 <br />22.9 <br />21.4 <br />Progression Factor <br />1.82 <br />0.76 <br />1.74 <br />1.00 <br />0.99 <br />0.99 <br />Incremental Delay, d2 <br />0.5 <br />1.3 <br />0.1 <br />1.2 <br />2.2 <br />0.4 <br />Delay (s) <br />18.1 <br />10.5 <br />15.3 <br />23.9 <br />24.9 <br />21.5 <br />Level of Service <br />B <br />B <br />B <br />C <br />C <br />C <br />Approach Delay (s) <br />18.1 <br />11.3 <br />23.9 <br />23.6 <br />Approach LOS <br />B <br />B <br />C <br />C <br />Intersection Summary <br />HCM 2000 Control Delay <br />16.4 <br />HCM 2000 <br />Level of Service <br />B <br />HCM 2000 Volume to Capacity <br />ratio <br />0.45 <br />Actuated Cycle Length (s) <br />90.0 <br />Sum of lost <br />time (s) <br />10.0 <br />Intersection Capacity Utilization <br />68.0% <br />ICU Level of Service <br />C <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />7/22015 Baseline Synchro 9 Report <br />Page 15 <br />