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2030 Baseline Min Mitigated AM2030 Baseline Min Mitigated PM <br />Intersection <br />LOSLOS <br />Old Hwy 10 and CR 96CD <br />CR 96 at US 10 NB Ramp <br />AA <br />CR 96 andTCAAPProperty/ <br />CC <br />North Heights Church Access <br />CR H and US-10DD <br />CR H and SB I-35WBB <br />CR H and NB I-35WAA <br />CR I and SB I-35WCC <br />CR I and NB I-35WBB <br />CR I and Old Hwy 8AA <br />CR I and N Fairview AveAA <br />Maximum Development Scenario Results <br />The analysis for this 2030 Maximum scenario incorporated the 2030 minimum scenario mitigation elements <br />plus recommended mitigation measures as follows: <br />The addition of a new northbound I-35W exit to CR H, with a single lane approach to the roundabout on <br />CR H. <br />An additional southbound left turn lane at the southbound exit from I-35W to CR H. <br />With these mitigation measures incorporated, all intersections were operating at LOS D or better with <br />no anticipated operational issues in the AM and PM scenarios. The analysis results are presented in <br />Table 18-7 <br />. <br />Table 18-7. 2030 Maximum Development Scenario Peak Hour Mitigation Traffic Analysis Results <br />2030 Baseline Max Mitigated AM2030 Baseline Max Mitigated PM <br />Intersection <br />LOSLOS <br />Old Hwy 8 and CR 96CC <br />CR 96 and SB I-35W RampCC <br />CR 96 and NB I-35W RampCC <br />Round Lake Rd W and CR 96CC <br />Old Hwy 10 and CR 96CC <br />CR 96 at US 10 NB RampAA <br />CR 96 andTCAAPProperty/ <br />CD <br />North Heights Church Access <br />CR H and US-10CD <br />CR H and SB I-35WBB <br />CR H and NB I-35WAC <br />CR I and SB I-35WCC <br />CR I and NB I-35WBB <br />CR I and Old Hwy 8AA <br />CR I and N Fairview AveAA <br />June 2014– Final AUAR32 <br />