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HCM Signalized Intersection Capacity Analysis <br />31: Bush & 4th 1/28/2016 <br />�EBL EBT E:lana:L 11:T IT:R I1:L I1:T 1:R SBL S:T S:1 <br />Lane Configurations <br />44 <br />4� <br />1 <br />T+ <br />I <br />1� <br />Traffic Volume (vph) <br />10 <br />235 <br />45 <br />10 195 <br />25 <br />10 <br />135 <br />125 <br />30 <br />150 <br />5 <br />Future Volume (vph) <br />10 <br />235 <br />45 <br />10 195 <br />25 <br />10 <br />135 <br />125 <br />30 <br />150 <br />5 <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 />0.99 <br />1.00 <br />0.93 <br />1.00 <br />1.00 <br />At Protected <br />1.00 <br />1.00 <br />0.95 <br />1.00 <br />0.95 <br />1.00 <br />Satd. Flow (prot) <br />1820 <br />1832 <br />1770 <br />1728 <br />1770 <br />1854 <br />At Permitted <br />0.99 <br />0.98 <br />0.65 <br />1.00 <br />0.53 <br />1.00 <br />Satd.Flow (perm) <br />1802 <br />1804 <br />1211 <br />1728 <br />981 <br />1854 <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 />11 <br />255 <br />49 <br />11 212 <br />27 <br />11 <br />147 <br />136 <br />33 <br />163 <br />5 <br />RTOR Reduction (vph) <br />0 <br />7 <br />0 <br />0 5 <br />0 <br />0 <br />37 <br />0 <br />0 <br />1 <br />0 <br />Lane Group Flow (vph) <br />0 <br />308 <br />0 <br />0 245 <br />0 <br />11 <br />246 <br />0 <br />33 <br />167 <br />0 <br />Tum Type <br />Perm <br />NA <br />Perm NA <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 />2 <br />6 <br />Actuated Green, G (s) <br />39.0 <br />39.0 <br />41.0 <br />41.0 <br />41.0 <br />41.0 <br />Effective Green, g (s) <br />39.0 <br />39.0 <br />41.0 <br />41.0 <br />41.0 <br />41.0 <br />Actuated g/C Ratio <br />0.43 <br />0.43 <br />0.46 <br />0.46 <br />0.46 <br />0.46 <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 />780 <br />781 <br />551 <br />787 <br />446 <br />844 <br />v/s Ratio Prot <br />c0.14 <br />0.09 <br />v/s Ratio Perm <br />c0.17 <br />0.14 <br />0.01 <br />0.03 <br />v/c Ratio <br />0.39 <br />0.31 <br />0.02 <br />0.31 <br />0.07 <br />0.20 <br />Uniform Delay, d1 <br />17.4 <br />16.7 <br />13.5 <br />15.6 <br />13.8 <br />14.7 <br />Progression Factor <br />1.10 <br />1.24 <br />1.00 <br />1.00 <br />0.54 <br />0.52 <br />Incremental Delay, d2 <br />1.4 <br />1.0 <br />0.1 <br />1.0 <br />0.3 <br />0.5 <br />Delay (s) <br />20.5 <br />21.7 <br />13.5 <br />16.6 <br />7.8 <br />8.1 <br />Level of Service <br />C <br />C <br />B <br />B <br />A <br />A <br />Approach Delay (s) <br />20.5 <br />21.7 <br />16.5 <br />8.1 <br />Approach LOS <br />C <br />C <br />B <br />A <br />Intersection Summary <br />HCM 2000 Control Delay <br />17.3 <br />HCM 2000 <br />Level of Service <br />B <br />HCM 2000 Volume to Capacity <br />ratio <br />0.35 <br />Actuated Cycle Length (s) <br />90.0 <br />Sum of lost <br />time (s) <br />10.0 <br />Intersection Capacity Utilization <br />50.2% <br />ICU Level of Service <br />A <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />7/22015 Baseline Synchro 9 Report <br />Page 13 <br />