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HCM Signalized Intersection Capacity Analysis Scenario: PM Future w Proj (Mitigated) <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 0.15 <br />Clearance Time (s) 7.0 <br />Vehicle Extension (s) 5.5 <br />Lane Grp Cap (vph) 271 <br />v/s Ratio Prot 0.07 <br />v/s Ratio Perm <br />v/c Ratio 0.44 <br />Uniform Delay, d1 57.6 <br />Progression Factor 1.11 <br />Incremental Delay, d2 1.8 <br />Delay (s) 65.9 <br />Level of Service E <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />4414 r vi r +1 r <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 />0.91 1.00 1.00 0.91 1.00 1.00 0.97 1.00 <br />1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.86 <br />1.00 1.00 0.95 1.00 1.00 0.98 0.95 1.00 <br />5085 1583 1770 5085 1583 1817 3433 1611 <br />1.00 1.00 0.95 1.00 1.00 0.69 0.95 1.00 <br />5085 1583 1770 5085 1583 1292 3433 1611 <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 0 446 120 0 <br />Perm Prot Perm Perm Perm Prot <br />6 5 2 8 7 4 <br />94.5 <br />97.5 <br />0.65 <br />7.0 <br />5.5 <br />3305 <br />c0.57 <br />0.88 <br />21.4 <br />0.68 <br />2.5 <br />17.1 <br />B <br />19.0 <br />B <br />6 <br />94.5 <br />97.5 <br />0.65 <br />7.0 <br />5.5 <br />1029 <br />0.00 <br />0.00 <br />9.2 <br />0.23 <br />0.0 <br />2.1 <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 />03/24/2003 <br />MEYERMMINN-SX51 <br />78.3 <br />1.10 <br />150.0 <br />112.5% <br />8.0 <br />11.0 <br />0.07 <br />7.0 <br />5.5 <br />130 <br />0.01 <br />0.14 <br />65.1 <br />1.00 <br />1.2 <br />66.3 <br />E <br />82.5 <br />85.5 <br />0.57 <br />7.0 <br />5.5 <br />2898 <br />c0.68 <br />1.19 <br />32.2 <br />1.00 <br />87.9 <br />120.2 <br />F <br />108.5 <br />F <br />2 8 <br />82.5 8.0 <br />85.5 10.5 <br />0.57 0.07 <br />7.0 6.5 <br />5.5 3.0 <br />902 90 <br />0.29 <br />0.50 <br />19.4 <br />1.00 <br />2.0 <br />21.5 <br />C <br />HCM Level of Service <br />0.00 <br />0.04 <br />65.1 <br />1.00 <br />0.2 <br />65.3 <br />E <br />65.3 <br />E <br />8 <br />15.0 27.0 <br />15.0 29.5 <br />0.10 0.20 <br />4.0 6.5 <br />3.0 4.5 <br />343 317 <br />c0.13 c0.07 <br />1.30 <br />67.5 <br />1.00 <br />154.9 <br />222.4 <br />F <br />0.38 <br />52.3 <br />1.00 <br />1.3 <br />53.6 <br />D <br />186.7 <br />F <br />Sum of lost time (s) <br />ICU Level of Service <br />16.0 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />