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Attachment 3 - Revised Appendix B, page 114 <br />HCM Signalized Intersection Capacity Analysis Scenario: PM Future w Proj (Mitigated) -Revised <br />9: Highway 10 & Sunfish Lake Blvd T ir rc FI i'i. NO Peak. <br />t ♦ 4/ <br />Movement EBL EBT EBR WBL WBT WBR NBL N:BT NBR SBL SBT SBR <br />Lane Configurations " 1++ r 11 Of r 4 Ft VI T* <br />Ideal Flow rvphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Tola Last l rve (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane UtiI. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 0.97 1.00 <br />Frt 1.00 1.00 0.85 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 />Said. Flow (pro() 1770 5085 1583 1770 5085 1583 1817 3433 1611 <br />Fit Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.69 0.96 1.00 <br />Sato. 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 />Peak-i-our 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 1,vph) 118 2899 3 18 3114 454 2 2 0 446 12 108 <br />Lane Gra. o Flow (vph) 118 2899 3 18 3114 454 0 4 0 446 120 0 <br />Turn Type Prot Perm Prot Perm Perm Perm Prot <br />Protectec Phases 1 6 5 2 8 7 4 <br />Permitted Phases 6 2 8 8 <br />Actuated Green. G (s) 20.0 94.5 94.5 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 Cap (vph) 271 3306 1029 130 2898 902 90 343 317 <br />vrs Rat o Prot 0.07 c0.57 0.01 ca0.61 c0.13 c0.07 <br />✓ ls Rat o Perm 0.00 0.29 0.00 <br />✓ ic Rat o D.44 0.88 0.00 0.14 1.07 0.50 0.04 1.30 0.38 <br />Un fo'r-i Delay, di 57.6 21.4 9.2 65.1 32.2 19.4 65.1 67.5 52.3 <br />Pi:ression Factor 1.11 0.68 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 />D&ay (s) 65.9 17.1 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 />Aodioacl Delay (s) 49.0 i743.6 65.3 186.7 <br />Aoyoach LOS B E E F <br />Intersection Summary <br />HCM Average Control Delay 56.0 <br />HCM Volume 'o Capec ty ratio 4.03 <br />Actuated Cycle Length (s) 150.0 <br />Intersect orC o)cityUlli alcir 4C6.2% <br />c Critical Lane Group <br />HCM Level ::f Service <br />Sum of _ime {a) <br />ICU Leve of Sery ce <br />16.0 <br />F <br />Ramsey AUAR <br />05/2312003 <br />MEYERMMINN-SX51 <br />Page 1 <br />rule rvr. Moh.acdes Associates Inc. <br />34-33 <br />