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Agenda - Council - 04/23/2013
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Agenda - Council - 04/23/2013
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
04/23/2013
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HCM Signalized Intersection Capacity Analysis Scenario: AM Future w Proj (Mitigated) <br />19: Industry Ave & Sunfish Lake 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 />I <br />4, <br />EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Vi Vi "i T.+ 44 <br />1900 1900 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 1.00 1.00 1.00 1.00 1.00 <br />1.00 0.98 1.00 0.99 1.00 0.94 0.98 <br />0.95 1.00 0.95 1.00 0.95 1.00 0.99 <br />1770 1828 1770 1843 1770 1760 1811 <br />0.58 1.00 0.39 1.00 0.60 1.00 0.93 <br />1081 1828 736 1843 1111 1760 1692 <br />44 374 53 85 251 19 83 86 50 51 200 41 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />48 407 58 92 273 21 90 93 54 55 217 45 <br />48 465 0 92 294 0 90 147 0 0 317 0 <br />Perm Perm Perm Perm <br />4 8 <br />4 8 <br />13.7 13.7 13.7 13.7 <br />13.7 13.7 13.7 13.7 <br />0.41 0.41 0.41 0.41 <br />4.0 4.0 4.0 4.0 <br />3.0 3.0 3.0 3.0 <br />446 754 304 761 <br />c0.25 0.16 <br />0.04 <br />0.11 <br />6.0 <br />1.00 <br />0.1 <br />6.1 <br />A <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 />0.62 <br />7.7 <br />1.00 <br />1.5 <br />9.2 <br />A <br />8.9 <br />A <br />8.5 <br />0.58 <br />33.2 <br />68.8% <br />0.13 <br />0.30 <br />6.5 <br />1.00 <br />0.6 <br />7.1 <br />A <br />0.39 <br />6.8 <br />1.00 <br />0.3 <br />7.1 <br />A <br />7.1 <br />A <br />2 <br />11.5 <br />11.5 <br />0.35 <br />4.0 <br />3.0 <br />385 <br />0.08 <br />0.23 <br />7.7 <br />1.00 <br />0.3 <br />8.0 <br />A <br />HCM Level of Service <br />2 <br />11.5 <br />11.5 <br />0.35 <br />4.0 <br />3.0 <br />610 <br />0.08 <br />0.24 <br />7.7 <br />1.00 <br />0.2 <br />7.9 <br />A <br />8.0 <br />A <br />A <br />6 <br />6 <br />11.5 <br />11.5 <br />0.35 <br />4.0 <br />3.0 <br />586 <br />c0.19 <br />0.54 <br />8.7 <br />1.00 <br />1.0 <br />9.7 <br />A <br />9.7 <br />A <br />Sum of lost time (s) <br />ICU Level of Service <br />8.0 <br />Page 7 <br />Meyer, Mohaddes Associates Inc. <br />
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