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Agenda - Planning Commission - 06/06/2013
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Agenda - Planning Commission - 06/06/2013
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3/21/2025 10:18:05 AM
Creation date
6/6/2013 9:18:37 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Planning Commission
Document Date
06/06/2013
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Attachment 5 - Revised Appendix B. one 84 <br />HCM Signalized Intersection Capacity Analysis Scenario: PM F1iture w Prnj (No Mitig) - Revised <br />9: Hiuhwav 10 & Sunfish Lake Blvd Tirr rc PI.1.i. PM Peak <br />t 4 <br />Movement EBL EBT EBR WBL WBT tutlBR hd BL $BT SBR <br />Lane Cvrili .i1ations 'j H' " " {ft ? 4 " 4 " <br />Ideal Flow fvphp0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Iota Lost L nNe (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util Factor 1 00 0.95 1.00 1.00 0.95 1.00 1 00 1.00 1.00 <br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.98 0.95 1.00 <br />Sato. Flow (pro:), 1770 3539 1583 1770 3539 1583 1317 1776 1583 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0 74 0.73 1.00 <br />Sate. Flow (F7ermi 1770 3539 1583 1770 3539 1583 1334 1359 1583 <br />Volume (vph) 109 2667 3 17 2865 418 2 2 0 410 11 99 <br />PeaK.-I-ourfactor. PHF 0.92 0.92 0.92 0.92 3.92 3.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />Ad; Flow (vph) 118 2899 3 18 3114 454 2 2 0 446 12 108 <br />Lane Gr•o.ii Flow (vph) 118 2899 3 18 3114 454 0 4 0 0 458 108 <br />Turn Tyoe Prot Perm Prot Perm Perm Perm :Perm Perin <br />P':;tectee Phases 1 6 5 2 8 4 <br />Perri tied Phases 6 2 8 8 4 4 <br />Actua7ed Green, G (s) 20.0 67 0 67 0 8.0 55.0 55.0 29.5 29.5 29.5 <br />Effect ve Green, g (s) 23.0 70.0 70.0 11.0 58.0 58.0 32.0 32.0 32.0 <br />Act!ua'ed e1L Rwia 0.18 0.56 0.56 0.09 0.46 0.46 0.26 0..26 0.26 <br />C,earance Time 1,s'; 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.5 6.5 <br />Ve°1icIe Extension (s; 5.5 5.5 5.5 5.5 5.5 5.5 3.0 4.5 4.5 <br />Lane Gro Cap t.,..ph) 326 1982 886 156 1642 735 354 348 405 <br />vis Rat o Prot 0 07 c0.82 0.01 03.88 <br />v/s Rat o Perm 0.00 0.29 0.00 c0.34 0.07 <br />vic Rat o 0.36 1.46 0.00 0.12 1.90 0.62 0.01 1.32 0.27 <br />Uniform Delay, d1 44.6 27.5 12.1 52.5 33.5 25.2 34.7 46.5 37.1 <br />Progression Factor 0.87 1.03 0.86 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 0.2 208 5 0 0 0.8 405.7 3.9 0.0 161.2 0.6 <br />De ay (3) 38.8 236.9 10.5 53.3 439.2 29.0 34.7 207.7 37.7 <br />Level of Service D F BD F C C F D <br />Ac^.ycach Delay (s) 228.9 385.3 34.7 175.3 <br />Approach LOS F F C .1611= <br />Intersection Summary <br />HCM A.erat e Co i:rol Delay 302.7 HCN1 Level ,of Service F <br />H C M Volume C ape c ty ratio ' .65 <br />Actux.ed Cycle Length (s) "25.0 Sum of ost time (s) 12.0 <br />Intersect or Caoac.ity Ut lizat or ` z4.7% ICU Leve of Service H <br />c Critical Lare Gra_,p <br />Ramsey AUAR <br />051 2312 003 <br />MEYERMM[.Nt+l-SX51 <br />Page 1 <br />Meyer. Mohaddes Associates Inc. <br />34-1 <br />
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