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HCM Signalized Intersection Capacity Analysis Scenario: AM Future Base (2007) <br />9: Highway 10 & Sunfish Lake Blvd Timing Plan: AM 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 />I <br />EBL EBT EBR WBL WBT WBR NBL <br />NBT NBR SBL <br />r <br />1900 1900 1900 <br />4.0 4.0 4.0 <br />1.00 0.95 1.00 <br />1.00 1.00 0.85 <br />0.95 1.00 1.00 <br />1770 3539 1583 <br />0.95 1.00 1.00 <br />1770 3539 1583 <br />71 2286 20 <br />0.92 0.92 0.92 <br />77 2485 22 <br />77 2485 22 <br />Prot Perm <br />1 6 <br />6 <br />8.6 76.4 76.4 <br />8.6 79.4 79.4 <br />0.07 0.64 0.64 <br />4.0 7.0 7.0 <br />3.0 5.5 5.5 <br />122 2248 1006 <br />c0.04 c0.70 <br />0.63 1.11 <br />56.7 22.8 <br />0.94 0.68 <br />4.8 51.0 <br />57.9 66.5 <br />E E <br />65.7 <br />E <br />Vi <br />1900 <br />4.0 <br />1.00 <br />1.00 <br />0.95 <br />1770 <br />0.95 <br />1770 <br />30 <br />0.92 <br />33 <br />33 <br />Prot <br />5 <br />3.6 <br />3.6 <br />0.03 <br />4.0 <br />3.0 <br />51 <br />0.02 <br />71.4 <br />74.4 <br />0.60 <br />7.0 <br />5.5 <br />2106 <br />0.33 <br />1900 <br />4.0 <br />0.95 <br />1.00 <br />1.00 <br />3539 <br />1.00 <br />3539 <br />1062 <br />0.92 <br />1154 <br />1154 <br />1900 1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />245 4 <br />0.92 0.92 <br />266 4 <br />266 0 <br />Perm Perm <br />4 <br />1900 <br />4.0 <br />1.00 <br />1.00 <br />0.99 <br />1851 <br />0.94 <br />1742 <br />25 <br />0.92 <br />27 <br />31 <br />r <br />1900 1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />55 312 <br />0.92 0.92 <br />60 339 <br />60 0 <br />Perm Perm <br />i <br />SBT SBR <br />4 <br />1900 <br />4.0 <br />1.00 <br />1.00 <br />0.95 <br />1777 <br />0.71 <br />1323 <br />10 <br />0.92 <br />11 <br />350 <br />2 8 4 <br />2 8 8 4 4 <br />71.4 28.5 28.5 27.5 27.5 <br />74.4 30.0 30.0 30.0 30.0 <br />0.60 0.24 0.24 0.24 0.24 <br />7.0 5.5 5.5 6.5 6.5 <br />5.5 3.0 3.0 4.5 4.5 <br />942 418 380 318 380 <br />r <br />1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />34 <br />0.92 <br />37 <br />37 <br />Perm <br />0.01 0.17 0.02 0.04 c0.26 0.02 <br />0.02 0.65 0.55 0.28 0.07 0.16 1.10 0.10 <br />8.4 60.1 15.2 12.3 36.8 37.5 47.5 37.0 <br />0.28 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />0.0 24.8 1.0 0.8 0.1 0.2 80.2 0.2 <br />2.4 84.9 16.2 13.1 36.8 37.7 127.7 37.2 <br />A F BB D D F D <br />17.2 37.4 119.1 <br />B D F <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 />54.1 <br />1.07 <br />125.0 <br />109.7% <br />HCM Level of Service <br />Sum of lost time (s) <br />ICU Level of Service <br />8.0 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />