Laserfiche WebLink
HCM Signalized Intersection Capacity Analysis <br />9: Hiahwav 10 & Sunfish Lake Blvd <br />Tr <br />Attachment 3 - Revised Appendix B, pal?e 114 <br />Scenario: PM Future w Proj (Mite} -Revised <br />Tirniri9 Plan_ PM Peek <br />4- <br />iv <br />Movement EBL <br />Lane Configurations <br />Ideal Flow (vphpl) 1900 <br />Tola Last l n'e (s) 4.0 <br />Lane Util. Factor 1.00 <br />Frt 1.00 <br />Flt Protected 0.95 <br />Said. Flow (prat) 1770 <br />Flt Permitted 0.95 <br />Said. Flow (perm) 1770 <br />Volume (vph) 109 <br />Peac l'c�i fac'.or. PHF 0.92 <br />Adj. Flow 1,vph) 118 <br />Lane Gra.ao Flow (vph) 118 <br />TRip. Type Prot <br />Prolectec Phases 1 <br />Permitted Phases <br />Actuated Green. G (s) 20.0 <br />Effective Green, g (s) 23.0 <br />Aclua'ed WC Ratio 0.15 <br />C earance Tirne (s) 7.0 <br />Venicle Extension (s) 5.5 <br />Lane Grp Cap (von) 271 <br />Mrs Rat o Prot 0.07 <br />v?s Rat o Perm <br />v?c Rat o 0.44 <br />Un for-i Delay, dl 57.6 <br />P :Qression Factor 1.11 <br />Incremental Delay, d2 1.8 <br />De ay (s) 65.9 <br />Level of Sery ce E <br />Aoomavh Delay (s) <br />Aoyoavh LOS <br />EBT ERR UM11kiL <br />44+ if 11 <br />1900 1900 1900 <br />4 0 4.0 4.0 <br />0.91 1.00 1.00 <br />1.00 0.85 1.00 <br />1.00 1.00 0.95 <br />5085 1583 1770 <br />1.00 1.00 0.95 <br />5085 1583 1770 <br />2667 3 17 <br />0.92 0.92 0.92 <br />2899 3 18 <br />2899 3 18 <br />Perm Prot <br />5 <br />Marts i INBR M11 NF3MmilgT SBR <br />Intersection Summary <br />6 <br />94.5 <br />97.5 <br />0.65 <br />7.0 <br />5.5 <br />3305 <br />c0.67 <br />0.88 <br />21.4 <br />0.68 <br />2.5 <br />17.1 <br />B <br />B <br />6 <br />94.5 <br />97.5 <br />0.65 <br />7.0 <br />5.5 <br />1029 <br />0.00 <br />0.00 <br />9.2 <br />0.23 <br />0.0 <br />2.1 <br />A <br />1900 1900 1900 1900 1900 1900 1900 1900 <br />4.0 40 4.0 40 4.0 <br />0.91 1.00 1.00 0.97 1.00 <br />1.00 0.85 1.00 1.00 0.86 <br />1.00 1.00 0.98 0.95 1.00 <br />5085 1583 1817 3433 1611 <br />1.00 1.00 0.69 0.95 1.00 <br />6085 1583 1292 3433 1611 <br />2865 418 2 2 0 410 11 99 <br />0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />3114 454 2 2 0 446 12 108 <br />3114 454 0 4 0 446 120 0 <br />Fern Perm Perm Prot <br />2 7 4 <br />8.0 82.5 <br />11.0 85.5 <br />0.07 0.57 <br />7.0 7.0 <br />5.5 5.5 <br />130 2898 <br />0.01 c0.61 <br />0.14 1.07 <br />65.1 32.2 <br />1.00 1.00 <br />1.2 40.9 <br />66.3 73.1 <br />E E <br />i74..6.6 <br />E <br />I <br />8 <br />2 8 8 <br />82.5 8.0 15.0 27.0 <br />85.5 10.5 15.0 29.5 <br />0.57 0.07 0.10 0.20 <br />7.0 6.6 4.0 6.5 <br />5.5 3.0 3.0 4.5 <br />902 90 343 317 <br />cC.13 c0.07 <br />0.29 0.00 <br />0.50 0.04 1.30 0.38 <br />19.4 65.1 67.5 52.3 <br />`.00 1.00 1.00 1.00 <br />2.0 0.2 154.9 1.3 <br />21.5 65.3 222.4 E 3.6 <br />C E F D <br />65.3 86.7 <br />E F <br />HCM Average Canirol De ay <br />HCM Volume 'o Capac ty ratio <br />Actuated Cycle Length (s) <br />Intersect or Capacity UL lifer or <br />c Critical Lane Group <br />Ramsey AUAR <br />05/2312003 <br />MEYERMMINN-SX51 <br />56.0 <br />.03 <br />150.0 <br />Vf6.22 <br />HCM Level : f Service <br />Sum et os _ime (s) <br />ICU Leve of Seiv ce <br />16.0 <br />F <br />Page 1 <br />Meyer, Mohaddes Associates Inc. <br />34-33 <br />