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Attachment 3 - Revised Appendix B, page 114 <br />HCM Signalized Intersection Capacity Analysis Scenario: PM Future w Pro] Mitigated) -Revised <br />9: Highway 10 & Sunfish Lake Blvd T ir rc FIii. NA Peak <br />44- 4 \ 4/ <br />Movement EBL EET ERR WBL Vill3T Yi.IBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations li tt+ r 11 Of r 4 Ft Till I+ <br />Ideal Floi,v (vohpi) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Tole Last t we (s) 4.0 4 0 4.0 4.0 4.0 4 0 4.0 4 0 4.0 <br />Lane WI. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 0.97 1.00 <br />Fr t 1.00 1.00 0.35 1.00 1.00 0.85 1.00 1.00 0.86 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.98 0.95 1.00 <br />5aid. Flow (pirol) 1770 5085 1583 1770 5085 1583 1817 3433 1611 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.69 0.95 1.00 <br />Sate. Flow (perm) 1770 5085 1583 1770 5085 1583 1292 3433 1611 <br />Volume (vph) 109 2667 3 17 2865 418 2 2 0 410 11 99 <br />Pea4.-t-iour. fac•.or. PHF 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 GroJo Floi.v (voh) 118 2899 3 18 3114 454 0 4 0 446 120 0 <br />Turn Type Prot Perm Prot Perm Perm Perm Prot <br />Protected Phases 1 6 5 2 8 7 4 <br />Permitted Phases 6 2 8 8 <br />Actuated Green. G (s) 20.0 94.5 .9&5 8.0 82.5 82.5 8.0 15.0 27.0 <br />Effective Green, g (s) 23.0 97.5 97.5 11.0 85.5 85.5 10.5 15.0 29.5 <br />Actuated got Ratio 0.15 0.65 0.65 0.07 0.57 0.57 0.07 0.10 0.20 <br />Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 6.5 4.0 6.5 <br />Vehicle Extension (s) 5.5 5.5 5.5 5.5 5.5 5.5 3.0 3.0 4.5 <br />Lane Grp Cao (vph) 271 3305 1029 130 2898 902 90 343 317 <br />vis Rat o Prot 0.07 c0.57 0.01 c0.61 00.13 c0.07 <br />vis Rat o Perm 0.00 0.29 0.00 <br />vic Rat o 3.44 0.88 0.00 0.14 1.07 0.50 0.04 1.30 0.38 <br />Un faiiin Delay, d1 57.6 21.4 9.2 65.1 32.2 19.4 65.1 67.5 52.3 <br />P-cgression Factor 1.11 C.68 0.23 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 1.8 2.5 0.0 1.2 40.9 2.0 0.2 154.9 1.3 <br />De ay (s) 65.9 7.1 2.1 66.3 73.1 21.5 65.3 222.4 .53.6 <br />Level of Service E B A E E C E F D <br />Aoyoach Delay (s) 0.0 66.6 65.3 "86.7 <br />Ao yoach LOS B E E F <br />Intersection Summary <br />RCM Averaei Coirrol De ay 56.0 :HCM Level ot Sery ce E <br />HCM Volume •.o Capac ty ratio <br />Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 <br />Intersect or Caoacrly UL lizat or - C6.2% ICU Level of Service F <br />c Critical Lane Grow <br />Ramsey AUAR <br />05/2312003 <br />MEYERMMINN-SX51 <br />Page 1 <br />Meyer. Mahaddes Associates Inc. <br />34-33 <br />