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HCM Signalized Intersection Capacity Analysis Scenario: AM Future w Proj (Mitigated) <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 />EBL EBT EBR <br />1900 <br />4.0 <br />1.00 <br />1.00 <br />0.95 <br />1770 <br />0.95 <br />1770 <br />72 <br />0.92 <br />78 <br />78 <br />Prot <br />1 <br />20.0 <br />23.0 <br />0.15 <br />7.0 <br />5.5 <br />271 <br />0.04 <br />0.29 <br />56.2 <br />1.20 <br />0.8 <br />68.2 <br />E <br />'4+ <br />1900 <br />4.0 <br />0.91 <br />1.00 <br />1.00 <br />5085 <br />1.00 <br />5085 <br />2810 <br />0.92 <br />3054 <br />3054 <br />6 <br />91.8 <br />94.8 <br />0.63 <br />7.0 <br />5.5 <br />3214 <br />c0.60 <br />0.95 <br />25.4 <br />0.50 <br />4.7 <br />17.4 <br />B <br />18.5 <br />B <br />r <br />1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />20 <br />0.92 <br />22 <br />22 <br />Perm <br />6 <br />91.8 <br />94.8 <br />0.63 <br />7.0 <br />5.5 <br />1000 <br />0.01 <br />0.02 <br />10.3 <br />0.43 <br />0.0 <br />4.4 <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 />29.6 <br />0.89 <br />150.0 <br />102.1% <br />4, <br />WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Vi r 4 r "i"i <br />1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />1.00 0.91 1.00 1.00 1.00 0.97 1.00 <br />1.00 1.00 0.85 1.00 0.85 1.00 0.88 <br />0.95 1.00 1.00 0.99 1.00 0.95 1.00 <br />1770 5085 1583 1851 1583 3433 1642 <br />0.95 1.00 1.00 0.96 1.00 0.95 1.00 <br />1770 5085 1583 1783 1583 3433 1642 <br />30 1789 249 4 25 55 313 10 38 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />33 1945 271 4 27 60 340 11 41 <br />33 1945 271 0 31 60 340 52 0 <br />Prot Perm Perm Perm Prot <br />5 2 8 7 4 <br />2 8 8 <br />12.0 83.8 83.8 8.7 8.7 13.0 25.7 <br />15.0 86.8 86.8 11.2 11.2 13.0 28.2 <br />0.10 0.58 0.58 0.07 0.07 0.09 0.19 <br />7.0 7.0 7.0 6.5 6.5 4.0 6.5 <br />5.5 5.5 5.5 3.0 3.0 3.0 4.5 <br />177 2943 916 133 118 298 309 <br />0.02 c0.38 c0.10 0.03 <br />0.19 <br />61.9 <br />1.00 <br />1.3 <br />63.2 <br />E <br />0.66 <br />21.6 <br />1.00 <br />1.2 <br />22.7 <br />C <br />22.6 <br />C <br />0.17 <br />0.30 <br />16.1 <br />1.00 <br />0.8 <br />16.9 <br />B <br />0.02 <br />0.23 <br />65.4 <br />1.00 <br />0.9 <br />66.3 <br />E <br />68.8 <br />E <br />c0.04 <br />0.51 <br />66.8 <br />1.00 <br />3.4 <br />70.2 <br />E <br />HCM Level of Service C <br />1.14 <br />68.5 <br />1.00 <br />95.8 <br />164.3 <br />F <br />0.17 <br />51.1 <br />1.00 <br />0.4 <br />51.5 <br />D <br />149.3 <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 />