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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 />25 <br />145 <br />30 <br />0 300 <br />90 <br />30 <br />315 <br />25 <br />40 <br />225 <br />15 <br />Future Volume (vph) <br />25 <br />145 <br />30 <br />0 300 <br />90 <br />30 <br />315 <br />25 <br />40 <br />225 <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 />0.97 <br />1.00 <br />0.99 <br />1.00 <br />0.99 <br />At Protected <br />0.99 <br />1.00 <br />0.95 <br />1.00 <br />0.95 <br />1.00 <br />Satd. Flow (prot) <br />1813 <br />1805 <br />1770 <br />1842 <br />1770 <br />1846 <br />At Permitted <br />0.92 <br />1.00 <br />0.55 <br />1.00 <br />0.43 <br />1.00 <br />Satd. Flow (perm) <br />1687 <br />1805 <br />1017 <br />1842 <br />810 <br />1846 <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 />27 <br />158 <br />33 <br />0 326 <br />98 <br />33 <br />342 <br />27 <br />43 <br />245 <br />16 <br />RTOR Reduction (vph) <br />0 <br />7 <br />0 <br />0 12 <br />0 <br />0 <br />3 <br />0 <br />0 <br />3 <br />0 <br />Lane Group Flow (vph) <br />0 <br />211 <br />0 <br />0 412 <br />0 <br />33 <br />366 <br />0 <br />43 <br />258 <br />0 <br />Tum Type <br />Perm <br />NA <br />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 />40.0 <br />40.0 <br />40.0 <br />40.0 <br />40.0 <br />40.0 <br />Effective Green, g (s) <br />40.0 <br />40.0 <br />40.0 <br />40.0 <br />40.0 <br />40.0 <br />Actuated g/C Ratio <br />0.44 <br />0.44 <br />0.44 <br />0.44 <br />0.44 <br />0.44 <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 />749 <br />802 <br />452 <br />818 <br />360 <br />820 <br />v/s Ratio Prot <br />c0.23 <br />c0.20 <br />0.14 <br />v/s Ratio Perm <br />0.12 <br />0.03 <br />0.05 <br />v/c Ratio <br />0.28 <br />0.51 <br />0.07 <br />0.45 <br />0.12 <br />0.31 <br />Uniform Delay, d1 <br />15.9 <br />18.0 <br />14.4 <br />17.3 <br />14.7 <br />16.1 <br />Progression Factor <br />0.62 <br />1.25 <br />1.00 <br />1.00 <br />0.69 <br />0.65 <br />Incremental Delay, d2 <br />0.9 <br />2.0 <br />0.3 <br />1.8 <br />0.7 <br />1.0 <br />Delay (s) <br />10.7 <br />24.5 <br />14.7 <br />19.1 <br />10.7 <br />11.5 <br />Level of Service <br />B <br />C <br />B <br />B <br />B <br />B <br />Approach Delay (s) <br />10.7 <br />24.5 <br />18.7 <br />11.4 <br />Approach LOS <br />B <br />C <br />B <br />B <br />Intersection Summary <br />HCM 2000 Control Delay <br />17.6 <br />HCM 2000 <br />Level of Service <br />B <br />HCM 2000 Volume to Capacity <br />ratio <br />0.48 <br />Actuated Cycle Length (s) <br />90.0 <br />Sum of lost <br />time (s) <br />10.0 <br />Intersection Capacity Utilization <br />65.7% <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 13 <br />