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HCM Signalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) <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) 109 <br />Peak -hour factor, PHF 0.92 <br />Adj. Flow (vph) 118 <br />Lane Group Flow (vph) 118 <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 0.07 <br />v/s Ratio Perm <br />v/c Ratio 0.36 <br />Uniform Delay, d1 44.6 <br />Progression Factor 0.87 <br />Incremental Delay, d2 0.2 <br />Delay (s) 38.8 <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 0.74 0.73 1.00 <br />3539 1583 1770 3539 1583 1384 1359 1583 <br />2667 3 17 3165 418 2 2 0 410 11 99 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />2899 3 18 3440 454 2 2 0 446 12 108 <br />2899 3 18 3440 454 0 4 0 0 458 108 <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 735 354 348 405 <br />c0.82 0.01 c0.97 <br />1.46 <br />27.5 <br />1.03 <br />208.5 <br />236.9 <br />F <br />228.9 <br />F <br />0.00 <br />0.00 <br />12.1 <br />0.86 <br />0.0 <br />10.5 <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 />03/24/2003 <br />MEYERMMINN-SX51 <br />349.5 <br />1.77 <br />125.0 <br />153.7% <br />0.12 <br />52.5 <br />1.00 <br />0.8 <br />53.3 <br />D <br />2.10 <br />33.5 <br />1.00 <br />494.8 <br />528.3 <br />F <br />468.2 <br />F <br />0.29 <br />0.62 <br />25.2 <br />1.00 <br />3.9 <br />29.0 <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 />c0.34 0.07 <br />1.32 0.27 <br />46.5 37.1 <br />1.00 1.00 <br />161.2 0.6 <br />207.7 37.7 <br />F D <br />175.3 <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 />