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HCM Signalized Intersection Capacity Analysis Scenario: AM Existing <br />9: Highway 10 & Sunfish Lake Blvd Timing Plan: AM Peak <br />Movement EBL <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) 8.5 <br />Effective Green, g (s) 8.5 <br />Actuated g/C Ratio 0.07 <br />Clearance Time (s) 4.0 <br />Vehicle Extension (s) 3.0 <br />Lane Grp Cap (vph) 120 <br />v/s Ratio Prot c0.04 <br />v/s Ratio Perm <br />v/c Ratio 0.57 <br />Uniform Delay, d1 56.5 <br />Progression Factor 0.93 <br />Incremental Delay, d2 4.1 <br />Delay (s) 56.8 <br />Level of Service E <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />EBT EBR WBL WBT WBR NBL <br />++ <br />1900 1900 <br />4.0 4.0 <br />1.00 0.95 <br />1.00 1.00 <br />0.95 1.00 <br />1770 3539 <br />0.95 1.00 <br />1770 3539 <br />63 2010 <br />0.92 0.92 <br />68 2185 <br />68 2185 <br />Prot <br />1 6 <br />76.4 <br />79.4 <br />0.64 <br />7.0 <br />5.5 <br />2248 <br />c0.62 <br />0.97 <br />21.7 <br />0.73 <br />10.4 <br />26.2 <br />C <br />26.9 <br />C <br />r <br />1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />18 <br />0.92 <br />20 <br />20 <br />Perm <br />6 <br />76.4 <br />79.4 <br />0.64 <br />7.0 <br />5.5 <br />1006 <br />0.01 <br />0.02 <br />8.4 <br />0.24 <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 />03/19/2003 <br />MEYERMMINN-SX51 <br />29.4 <br />0.95 <br />125.0 <br />99.7% <br />Vi <br />1900 <br />4.0 <br />1.00 <br />1.00 <br />0.95 <br />1770 <br />0.95 <br />1770 <br />27 <br />0.92 <br />29 <br />29 <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 />0.57 <br />59.9 <br />1.00 <br />13.7 <br />73.7 <br />E <br />1900 <br />4.0 <br />0.95 <br />1.00 <br />1.00 <br />3539 <br />1.00 <br />3539 <br />951 <br />0.92 <br />1034 <br />1034 <br />2 <br />71.5 <br />74.5 <br />0.60 <br />7.0 <br />5.5 <br />2109 <br />0.29 <br />0.49 <br />14.4 <br />1.00 <br />0.8 <br />15.2 <br />B <br />16.1 <br />B <br />1900 1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />223 4 <br />0.92 0.92 <br />242 4 <br />242 0 <br />Perm Perm <br />2 <br />71.5 <br />74.5 <br />0.60 <br />7.0 <br />5.5 <br />943 <br />0.15 <br />0.26 <br />12.0 <br />1.00 <br />0.7 <br />12.7 <br />B <br />I <br />NBT NBR SBL SBT SBR <br />4 r r <br />1900 1900 1900 1900 1900 <br />4.0 4.0 4.0 4.0 <br />1.00 1.00 1.00 1.00 <br />1.00 0.85 1.00 0.85 <br />0.99 1.00 0.95 1.00 <br />1850 1583 1777 1583 <br />0.96 1.00 0.71 1.00 <br />1781 1583 1325 1583 <br />23 50 284 9 30 <br />0.92 0.92 0.92 0.92 0.92 <br />25 54 309 10 33 <br />29 54 0 319 33 <br />Perm Perm Perm <br />8 <br />8 8 <br />28.5 28.5 <br />30.0 30.0 <br />0.24 0.24 <br />5.5 5.5 <br />3.0 3.0 <br />427 380 <br />HCM Level of Service <br />0.02 0.03 <br />0.07 0.14 <br />36.7 37.4 <br />1.00 1.00 <br />0.1 0.2 <br />36.8 37.5 <br />D D <br />37.3 <br />D <br />4 <br />4 4 <br />27.5 27.5 <br />30.0 30.0 <br />0.24 0.24 <br />6.5 6.5 <br />4.5 4.5 <br />318 380 <br />c0.24 0.02 <br />1.00 0.09 <br />47.5 36.9 <br />1.00 1.00 <br />51.3 0.2 <br />98.8 37.0 <br />F D <br />93.0 <br />F <br />Sum of lost time (s) <br />ICU Level of Service <br />8.0 <br />Page 3 <br />Meyer, Mohaddes Associates Inc. <br />