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<br />2030 Baseline Min Mitigated AM 2030 Baseline Min Mitigated PM <br />Intersection <br />LOS LOS <br />Old Hwy 10 and CR 96 C D <br />CR 96 at US 10 NB Ramp <br />A A <br />CR 96 and TCAAP Property/ <br />C C <br />North Heights Church Access <br />CR H and US-10 D D <br />CR H and SB I-35W B B <br />CR H and NB I-35W A A <br />CR I and SB I-35W C C <br />CR I and NB I-35W B B <br />CR I and Old Hwy 8 A A <br />CR I and N Fairview Ave A A <br />Maximum Development Scenario Results <br />The analysis for this 2030 Maximum scenario incorporated the 203 <br />plus recommended mitigation measures as follows: <br />The addition of a new northbound I-35W exit to CR H, with a sing <br />CR H. <br />An additional southbound left turn lane at the southbound exit f <br />With these mitigation measures incorporated, all intersections w <br />no anticipated operational issues in the AM and PM scenarios. Th <br />Table 18-7 <br />. <br />Table 18-7. 2030 Maximum Development Scenario Peak Hour Mitigation Traffic Analysis <br />2030 Baseline Max Mitigated AM 2030 Baseline Max Mitigated PM <br />Intersection <br />LOS LOS <br />Old Hwy 8 and CR 96 C C <br />CR 96 and SB I-35W Ramp C C <br />CR 96 and NB I-35W Ramp C C <br />Round Lake Rd W and CR 96 C C <br />Old Hwy 10 and CR 96 C C <br />CR 96 at US 10 NB Ramp A A <br />CR 96 and TCAAP Property/ <br />C D <br />North Heights Church Access <br />CR H and US-10 C D <br />CR H and SB I-35W B B <br />CR H and NB I-35W A C <br />CR I and SB I-35W C C <br />CR I and NB I-35W B B <br />CR I and Old Hwy 8 A A <br />CR I and N Fairview Ave A A <br /> <br /> <br />April 2014 Draft 32 <br />