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HCM Signalized Intersection Capacity Analysis Scenario: PM Future Base (2007) <br />9: Highway 10 & Sunfish Lake Blvd Timing Plan: PM Peak <br />Movement EBL <br />Lane Configurations <br />Ideal Flow (vphpl) 1900 <br />Total Lost time (s) 4.0 <br />Lane Util. Factor 1.00 <br />Frt 1.00 <br />Flt Protected 0.95 <br />Satd. Flow (prot) 1770 <br />Flt Permitted 0.95 <br />Satd. Flow (perm) 1770 <br />Volume (vph) 104 <br />Peak -hour factor, PHF 0.92 <br />Adj. Flow (vph) 113 <br />Lane Group Flow (vph) 113 <br />Turn Type Prot <br />Protected Phases 1 <br />Permitted Phases <br />Actuated Green, G (s) 20.0 <br />Effective Green, g (s) 23.0 <br />Actuated g/C Ratio 0.18 <br />Clearance Time (s) 7.0 <br />Vehicle Extension (s) 5.5 <br />Lane Grp Cap (vph) 326 <br />v/s Ratio Prot 0.06 <br />v/s Ratio Perm <br />v/c Ratio 0.35 <br />Uniform Delay, d1 44.5 <br />Progression Factor 1.19 <br />Incremental Delay, d2 1.4 <br />Delay (s) 54.0 <br />Level of Service D <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 <br />1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 <br />1.00 1.00 0.95 1.00 1.00 0.98 0.95 1.00 <br />3539 1583 1770 3539 1583 1817 1776 1583 <br />1.00 1.00 0.95 1.00 1.00 0.75 0.73 1.00 <br />3539 1583 1770 3539 1583 1398 1359 1583 <br />1495 3 17 2100 317 2 2 0 407 11 96 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />1625 3 18 2283 345 2 2 0 442 12 104 <br />1625 3 18 2283 345 0 4 0 0 454 104 <br />Perm Prot Perm Perm Perm Perm Perm <br />6 5 2 8 4 <br />67.0 <br />70.0 <br />0.56 <br />7.0 <br />5.5 <br />1982 <br />c0.46 <br />0.82 <br />22.4 <br />0.73 <br />3.4 <br />19.9 <br />B <br />22.1 <br />C <br />6 <br />67.0 <br />70.0 <br />0.56 <br />7.0 <br />5.5 <br />886 <br />0.00 <br />0.00 <br />12.1 <br />0.87 <br />0.0 <br />10.6 <br />B <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 />03/19/2003 <br />MEYERMMINN-SX51 <br />127.4 <br />1.26 <br />125.0 <br />121.6% <br />8.0 <br />11.0 <br />0.09 <br />7.0 <br />5.5 <br />156 <br />0.01 <br />0.12 <br />52.5 <br />1.00 <br />0.8 <br />53.3 <br />D <br />55.0 <br />58.0 <br />0.46 <br />7.0 <br />5.5 <br />1642 <br />c0.65 <br />1.39 <br />33.5 <br />1.00 <br />179.5 <br />213.0 <br />F <br />187.4 <br />F <br />2 8 <br />55.0 <br />58.0 <br />0.46 <br />7.0 <br />5.5 <br />735 <br />0.22 <br />0.47 <br />23.0 <br />1.00 <br />2.1 <br />25.1 <br />C <br />HCM Level of Service <br />8 4 <br />29.5 <br />32.0 <br />0.26 <br />6.5 <br />3.0 <br />358 <br />0.00 <br />0.01 <br />34.7 <br />1.00 <br />0.0 <br />34.7 <br />C <br />34.7 <br />C <br />29.5 <br />32.0 <br />0.26 <br />6.5 <br />4.5 <br />348 <br />c0.33 <br />1.30 <br />46.5 <br />1.00 <br />156.5 <br />203.0 <br />F <br />172.2 <br />F <br />4 <br />29.5 <br />32.0 <br />0.26 <br />6.5 <br />4.5 <br />405 <br />0.07 <br />0.26 <br />37.0 <br />1.00 <br />0.6 <br />37.6 <br />D <br />Sum of lost time (s) <br />ICU Level of Service <br />12.0 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />