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HCM Signalized Intersection Capacity Analysis Scenario: PM Future Base (2007) <br />6: Highway 10 & Ramsey Blvd Timing Plan: PM 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) 7.0 <br />Effective Green, g (s) 7.0 <br />Actuated g/C Ratio 0.06 <br />Clearance Time (s) 4.0 <br />Vehicle Extension (s) 3.0 <br />Lane Grp Cap (vph) 99 <br />v/s Ratio Prot c0.05 <br />v/s Ratio Perm <br />v/c Ratio 0.89 <br />Uniform Delay, d1 58.6 <br />Progression Factor 0.92 <br />Incremental Delay, d2 50.2 <br />Delay (s) 104.2 <br />Level of Service F <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <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 />81 1291 <br />0.92 0.92 <br />88 1403 <br />88 1403 <br />Prot <br />1 6 <br />1- <br />I <br />4/ <br />EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />r vi r <br />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 <br />1.00 1.00 0.95 1.00 1.00 1.00 1.00 <br />0.85 1.00 1.00 0.85 0.91 1.00 0.85 <br />1.00 0.95 1.00 1.00 0.99 0.95 1.00 <br />1583 1770 3539 1583 1678 1770 1587 <br />1.00 0.15 1.00 1.00 0.91 0.74 1.00 <br />1583 281 3539 1583 1557 1380 1587 <br />12 58 2088 301 6 2 15 185 2 150 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />13 63 2270 327 7 2 16 201 2 163 <br />13 63 2270 327 0 25 0 201 165 0 <br />Perm Perm Perm Perm Perm <br />2 8 4 <br />2 2 8 4 <br />91.0 80.0 80.0 80.0 20.0 20.0 20.0 <br />94.0 83.0 83.0 83.0 23.0 23.0 23.0 <br />0.75 0.66 0.66 0.66 0.18 0.18 0.18 <br />7.0 7.0 7.0 7.0 7.0 7.0 7.0 <br />6.0 6.0 6.0 6.0 6.0 6.0 6.0 <br />2661 187 2350 1051 286 254 292 <br />0.40 c0.64 0.10 <br />0.22 0.21 0.02 c0.15 <br />0.53 0.34 0.97 0.31 0.09 0.79 0.57 <br />6.4 9.1 19.7 8.9 42.3 48.7 46.4 <br />0.38 0.12 0.62 0.00 1.00 1.00 1.00 <br />0.6 0.4 1.8 0.1 0.4 18.4 5.1 <br />3.1 1.5 13.9 0.1 42.7 67.1 51.6 <br />A A B A D E D <br />9.0 11.9 42.7 60.1 <br />A B D E <br />6 <br />91.0 <br />94.0 <br />0.75 <br />7.0 <br />6.0 <br />1190 <br />0.01 <br />0.01 <br />3.9 <br />0.15 <br />0.0 <br />0.6 <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 />15.0 <br />0.93 <br />125.0 <br />95.5% <br />HCM Level of Service <br />Sum of lost time (s) <br />ICU Level of Service <br />12.0 <br />Page 2 <br />Meyer, Mohaddes Associates Inc. <br />