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HCM Signalized Intersection Capacity Analysis Scenario: PM Existing <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) 94 <br />Peak -hour factor, PHF 0.92 <br />Adj. Flow (vph) 102 <br />Lane Group Flow (vph) 102 <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 0.31 <br />Uniform Delay, d1 44.2 <br />Progression Factor 1.12 <br />Incremental Delay, d2 1.2 <br />Delay (s) 50.7 <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 0.83 0.73 1.00 <br />3539 1583 1770 3539 1583 1541 1359 1583 <br />1326 3 15 1842 288 2 2 0 370 10 85 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />1441 3 16 2002 313 2 2 0 402 11 92 <br />1441 3 16 2002 313 0 4 0 0 413 92 <br />Perm Prot Perm Perm Perm Perm Perm <br />6 5 2 8 4 <br />6 2 8 8 4 4 <br />67.0 67.0 8.0 55.0 55.0 29.5 29.5 29.5 <br />70.0 70.0 11.0 58.0 58.0 32.0 32.0 32.0 <br />0.56 0.56 0.09 0.46 0.46 0.26 0.26 0.26 <br />7.0 7.0 7.0 7.0 7.0 6.5 6.5 6.5 <br />5.5 5.5 5.5 5.5 5.5 3.0 4.5 4.5 <br />1982 886 156 1642 735 394 348 405 <br />c0.41 0.01 c0.57 <br />0.73 <br />20.4 <br />0.68 <br />2.1 <br />16.1 <br />B <br />18.4 <br />B <br />0.00 <br />0.00 <br />12.1 <br />0.64 <br />0.0 <br />7.8 <br />A <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 />86.8 <br />1.12 <br />125.0 <br />111.5% <br />0.10 <br />52.5 <br />1.00 <br />0.7 <br />53.2 <br />D <br />1.22 <br />33.5 <br />1.00 <br />104.4 <br />137.9 <br />F <br />122.1 <br />F <br />0.20 <br />0.43 <br />22.4 <br />1.00 <br />1.8 <br />24.2 <br />C <br />HCM Level of Service <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 />c0.30 0.06 <br />1.19 0.23 <br />46.5 36.7 <br />1.00 1.00 <br />109.3 0.5 <br />155.8 37.2 <br />F D <br />134.2 <br />F <br />Sum of lost time (s) <br />ICU Level of Service <br />12.0 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />