Laserfiche WebLink
HCM Signalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) <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 c0.14 <br />v/s Ratio Perm <br />v/c Ratio 2.41 <br />Uniform Delay, d1 59.0 <br />Progression Factor 0.89 <br />Incremental Delay, d2 653.8 <br />Delay (s) 706.2 <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 />220 1531 <br />0.92 0.92 <br />239 1664 <br />239 1664 <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 0.96 1.00 0.86 <br />1.00 0.95 1.00 1.00 0.99 0.95 1.00 <br />1583 1770 3539 1583 1767 1770 1601 <br />1.00 0.10 1.00 1.00 0.38 0.74 1.00 <br />1583 190 3539 1583 687 1385 1601 <br />15 58 2347 810 9 23 15 872 26 386 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />16 63 2551 880 10 25 16 948 28 420 <br />16 63 2551 880 0 51 0 948 448 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 126 2350 1051 126 255 295 <br />0.47 c0.72 0.28 <br />0.33 0.56 0.07 c0.68 <br />0.63 0.50 1.09 0.84 0.40 3.72 1.52 <br />7.3 10.6 21.0 15.9 45.0 51.0 51.0 <br />0.34 0.41 0.91 1.43 1.00 1.00 1.00 <br />0.6 1.3 39.3 0.8 5.9 1232.5 250.1 <br />3.1 5.6 58.5 23.5 50.9 1283.5 301.1 <br />A A E C D F F <br />90.7 48.7 50.9 968.2 <br />F D D F <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 />0.22 <br />0.0 <br />0.9 <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 />247.6 <br />1.70 <br />125.0 <br />152.9% <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 />