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HCM Signalized Intersection Capacity Analysis Scenario: PM Future w Proj (Mitigated) <br />19: Industry Ave & Sunfish Lake Blvd Timing Plan: PM Peak <br />Movement <br />Lane Configurations <br />Ideal Flow (vphpl) <br />Total Lost time (s) <br />Lane Util. Factor <br />Frt <br />Flt Protected <br />Satd. Flow (prot) <br />Flt Permitted <br />Satd. Flow (perm) <br />Volume (vph) <br />Peak -hour factor, PHF <br />Adj. Flow (vph) <br />Lane Group Flow (vph) <br />Turn Type <br />Protected Phases <br />Permitted Phases <br />Actuated Green, G (s) <br />Effective Green, g (s) <br />Actuated g/C Ratio <br />Clearance Time (s) <br />Vehicle Extension (s) <br />Lane Grp Cap (vph) <br />v/s Ratio Prot <br />v/s Ratio Perm <br />v/c Ratio <br />Uniform Delay, d1 <br />Progression Factor <br />Incremental Delay, d2 <br />Delay (s) <br />Level of Service <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />EBL EBT <br />1900 1900 <br />4.0 4.0 <br />1.00 1.00 <br />1.00 0.98 <br />0.95 1.00 <br />1770 1823 <br />0.25 1.00 <br />466 1823 <br />89 647 <br />0.92 0.92 <br />97 703 <br />97 821 <br />Perm <br />4 <br />4 <br />23.9 23.9 <br />23.9 23.9 <br />0.53 0.53 <br />4.0 4.0 <br />3.0 3.0 <br />246 964 <br />c0.45 <br />0.21 <br />0.39 0.85 <br />6.3 9.1 <br />1.00 1.00 <br />1.0 7.3 <br />7.4 16.5 <br />A B <br />15.5 <br />B <br />f <br />EBR WBL WBT WBR NBL NBT <br />1900 1900 1900 1900 1900 1900 <br />4.0 4.0 4.0 4.0 <br />1.00 1.00 1.00 1.00 <br />1.00 0.99 1.00 0.96 <br />0.95 1.00 0.95 1.00 <br />1770 1842 1770 1793 <br />0.17 1.00 0.56 1.00 <br />312 1842 1037 1793 <br />109 88 584 47 168 265 <br />0.92 0.92 0.92 0.92 0.92 0.92 <br />118 96 635 51 183 288 <br />0 96 686 0 183 383 <br />Perm Perm <br />HCM Average Control Delay <br />HCM Volume to Capacity ratio <br />Actuated Cycle Length (s) <br />Intersection Capacity Utilization <br />c Critical Lane Group <br />Ramsey AUAR <br />03/24/2003 <br />MEYERMMINN-SX51 <br />14.8 <br />0.81 <br />45.2 <br />98.5% <br />8 <br />8 <br />23.9 23.9 <br />23.9 23.9 <br />0.53 0.53 <br />4.0 4.0 <br />3.0 3.0 <br />165 974 <br />0.37 <br />0.31 <br />0.58 0.70 <br />7.2 8.0 <br />1.00 1.00 <br />5.1 2.3 <br />12.4 10.3 <br />B B <br />10.6 <br />B <br />2 <br />2 <br />13.3 13.3 <br />13.3 13.3 <br />0.29 0.29 <br />4.0 4.0 <br />3.0 3.0 <br />305 528 <br />c0.21 <br />0.18 <br />0.60 0.73 <br />13.7 14.3 <br />1.00 1.00 <br />3.2 4.9 <br />16.8 19.2 <br />B B <br />18.5 <br />B <br />NBR SBL <br />1900 1900 <br />87 41 <br />0.92 0.92 <br />95 45 <br />0 0 <br />Perm <br />6 <br />i <br />SBT SBR <br />4 <br />1900 1900 <br />4.0 <br />1.00 <br />0.97 <br />0.99 <br />1788 <br />0.80 <br />1447 <br />146 59 <br />0.92 0.92 <br />159 64 <br />268 0 <br />6 <br />13.3 <br />13.3 <br />0.29 <br />4.0 <br />3.0 <br />426 <br />0.19 <br />0.63 <br />13.8 <br />1.00 <br />2.9 <br />16.7 <br />B <br />16.7 <br />B <br />HCM Level of Service <br />Sum of lost time (s) <br />ICU Level of Service <br />8.0 <br />Page 7 <br />Meyer, Mohaddes Associates Inc. <br />