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Attachment 5 - Revised Appendix B, page 84 <br />HCM Signalized Intersection Capacity Analysis Scenario: PM Future w Proj (No Mitig) - Revised <br />9: Highway 10 & Sunfish Lake Blvd T n• rc PIa.r. PM Peak <br />4- 4_ <br />4\ t 4 <br />Movement EBL EBT EBR WBL VvBT VuER NBL NBT NBR SBL SET SBR <br />Lane Configurations 11 H' " vi t+ ? 4 " 4 " <br />Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />-rota Last L me (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane LJtil. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 <br />Fri. 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 <br />Fit Prolected 0.95 1.00 1.00 0.95 1.00 1.00 0.98 0.95 1.00 <br />Sa1e_ Flow (prot) 1 770 3539 1583 1770 3539 1583 1817 1776 1583 <br />FIE Permitted 0_95 1.00 1.00 0.95 1.00 1.00 0.74 0.73 1.00 <br />Satc. Flow (perm) 1770 3539 1583 1770 3539 1583 1384 1359 1583 <br />Volume (vph) 109 2667 3 17 2865 418 2 2 0 410 11 99 <br />Pea -rrour factor. P H F 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 />Adj. Flow (vph) 118 2899 3 18 3114 454 2 2 0 446 12 108 <br />Lane Grado Flow (vph) 118 2899 3 18 3114 454 0 4 0 0 458 108 <br />Turr TyLie Prot Perm Prot Perri Perri Perm Perm Perm <br />ProLectec Phases 1 6 5 2 8 4 <br />Pemi ttec Phases 6 2 8 8 4 4 <br />ActuateJ Greer. G (s) 20.0 67.0 67.0 8.0 55.0 55.0 21.5 29.5 29.5 <br />Effect ve Cc -eel. q (s) 23.0 70.0 70.0 11.0 58.0 58.0 32.0 32.0 32.0 <br />Actua.s.J rgiC Ric 3.18 0.56 0.56 0.09 0.46 0.46 0.26 0.26 0.26 <br />G ea.rance Time ±so 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.5 6.5 <br />Ve•ricle Extension ;s; 5.5 5.5 5.5 5.5 5.5 5.5 3.0 4.5 4.5 <br />Lane Grp Cap(vph) 326 1982 886 156 1642 735 354 348 405 <br />vis Rat,( Prot 0.07 cO.82 0.01 c0.88 <br />'ids Ratio Pere` 0.00 0.29 0.00 cO.34 0.07 <br />vie Rat o 0.36 1.46 0.00 0.12 1.90 0.62 3.01 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 e y (s) 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 />Aou oaoh Delay (s) 228.9 385.3 34.7 175.3 <br />AoL)ecach LOS F F C F <br />Intersection Summary <br />HCM Average Corr of De ay 302.7 HCM Level of Service F <br />HCM Volume to Capec ty ratio '.66 <br />Actuated Cycle Length (s) 125.0 Sum of lost time (s) 12.0 <br />Intersect or CaLiacity UL liLat or 144.7% ICU Level of Service H <br />c CritiL..al Lare Group <br />Rar Sey AUAR <br />05r23i 2003 <br />fugEYERMM[NN-SX51 <br />Page 1 <br />Meyer. Mohaddes Associates inc. <br />34-1 <br />