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HCM Signalized Intersection Capacity Analysis Scenario: AM Future w Proj (Mitigated) <br />27: Sunwood DR & Armstrong Blvd Timing Plan: AM Peak <br />Movement MIL <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 />0 0 0 <br />0.92 0.92 0.92 <br />0 0 0 <br />0 0 0 <br />Perm <br />4 <br />4 <br />Intersection Summary <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 />0.0 <br />A <br />6.2 <br />0.40 <br />35.8 <br />42.0% <br />1 <br />EBL EBT EBR WBL WBT WBR <br />1900 1900 1900 1900 1900 1900 <br />4.0 4.0 <br />0.97 1.00 <br />1.00 0.85 <br />0.95 1.00 <br />3433 1583 <br />0.76 1.00 <br />2736 1583 <br />202 0 <br />0.92 0.92 <br />220 0 <br />220 26 <br />Perm <br />8 <br />8 <br />8.5 8.5 <br />8.5 8.5 <br />0.24 0.24 <br />4.0 4.0 <br />3.0 3.0 <br />650 376 <br />0.02 <br />c0.08 <br />0.34 0.07 <br />11.3 10.6 <br />1.00 1.00 <br />0.3 0.1 <br />11.6 10.7 <br />B B <br />11.5 <br />B <br />NBL <br />1900 <br />24 0 <br />0.92 0.92 <br />26 0 <br />0 0 <br />Perm <br />2 <br />HCM Level of Service <br />I <br />4/ <br />NBT NBR SBL SBT SBR <br />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 1.00 <br />1.00 1.00 0.95 1.00 <br />1863 1583 1770 1863 <br />1.00 1.00 0.65 1.00 <br />1863 1583 1217 1863 <br />151 268 66 392 <br />0.92 0.92 0.92 0.92 <br />164 291 72 426 <br />164 291 72 426 <br />Perm Perm <br />2 6 <br />2 6 <br />19.3 19.3 19.3 19.3 <br />19.3 19.3 19.3 19.3 <br />0.54 0.54 0.54 0.54 <br />4.0 4.0 4.0 4.0 <br />3.0 3.0 3.0 3.0 <br />1004 853 656 1004 <br />0.09 c0.23 <br />0.18 0.06 <br />0.16 0.34 0.11 0.42 <br />4.2 4.7 4.0 4.9 <br />1.00 1.00 1.00 1.00 <br />0.1 0.2 0.1 0.3 <br />4.2 4.9 4.1 5.2 <br />A A A A <br />4.7 5.1 <br />A A <br />A <br />0 <br />0.92 <br />0 <br />0 <br />Sum of lost time (s) <br />ICU Level of Service <br />8.0 <br />A <br />Page 10 <br />Meyer, Mohaddes Associates Inc. <br />