Laserfiche WebLink
HCM Signalized Intersection Capacity Analysis Scenario: AM Future w Proj (No Mitig) <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) 8.6 <br />Effective Green, g (s) 8.6 <br />Actuated g/C Ratio 0.07 <br />Clearance Time (s) 4.0 <br />Vehicle Extension (s) 3.0 <br />Lane Grp Cap (vph) 122 <br />v/s Ratio Prot c0.04 <br />v/s Ratio Perm <br />v/c Ratio 0.64 <br />Uniform Delay, d1 56.7 <br />Progression Factor 1.04 <br />Incremental Delay, d2 1.0 <br />Delay (s) 59.8 <br />Level of Service E <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />EBT EBR WBL WBT WBR NBL <br />I <br />NBT NBR SBL <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 />72 2810 <br />0.92 0.92 <br />78 3054 <br />78 3054 <br />Prot <br />1 6 <br />76.4 <br />79.4 <br />0.64 <br />7.0 <br />5.5 <br />2248 <br />c0.86 <br />1.36 <br />22.8 <br />0.96 <br />161.6 <br />183.4 <br />F <br />179.1 <br />F <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 />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 />0.70 <br />0.0 <br />5.9 <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 />115.8 <br />1.24 <br />125.0 <br />125.5% <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 />0.65 <br />60.1 <br />1.00 <br />24.8 <br />84.9 <br />F <br />1900 <br />4.0 <br />0.95 <br />1.00 <br />1.00 <br />3539 <br />1.00 <br />3539 <br />1789 <br />0.92 <br />1945 <br />1945 <br />2 <br />71.4 <br />74.4 <br />0.60 <br />7.0 <br />5.5 <br />2106 <br />0.55 <br />0.92 <br />22.7 <br />1.00 <br />8.3 <br />31.1 <br />C <br />29.7 <br />C <br />1900 1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />249 4 <br />0.92 0.92 <br />271 4 <br />271 0 <br />Perm Perm <br />2 <br />71.4 <br />74.4 <br />0.60 <br />7.0 <br />5.5 <br />942 <br />0.17 <br />0.29 <br />12.4 <br />1.00 <br />0.8 <br />13.1 <br />B <br />4 <br />1900 <br />4.0 <br />1.00 <br />1.00 <br />0.99 <br />1851 <br />0.93 <br />1738 <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 />55 313 <br />0.92 0.92 <br />60 340 <br />60 0 <br />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 />417 380 <br />0.02 0.04 <br />0.07 0.16 <br />36.8 37.5 <br />1.00 1.00 <br />0.1 0.2 <br />36.8 37.7 <br />D D <br />37.4 <br />D <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 />351 <br />r <br />1900 <br />4.0 <br />1.00 <br />0.85 <br />1.00 <br />1583 <br />1.00 <br />1583 <br />38 <br />0.92 <br />41 <br />41 <br />Perm <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 />c0.27 0.03 <br />1.10 0.11 <br />47.5 37.1 <br />1.00 1.00 <br />81.3 0.2 <br />128.8 37.3 <br />F D <br />119.2 <br />F <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 />