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Table 10 2030 Maximum Development Scenario Peak Hour Mitigation Analysis Results <br />2030 Baseline Max Mitigated AM 2030 Baseline Max Mitigated PM <br />Intersection <br />LOS Delay (sec) LOS Delay (sec) <br />Old Hwy 8 and CR 96 C 23 C 23 <br />CR 96 and SB I-35W <br />C 22 C 24 <br />Ramp <br />CR 96 and NB I-35W <br />C 24 C 33 <br />Ramp <br />Round Lake Rd W <br />C 22 C 27 <br />and CR 96 <br />TH 10 West Ramp <br />C 27 C 29 <br />and CR 96 <br />CR 96 at US 10 NB <br />A No Control A No Control <br />Ramp <br />CR 96 and TCAAP <br />Property/North <br />C 29 D 42 <br />Heights Church <br />Access <br />CR H and US-10 C 28 D 36 <br />CR H and SB I-35W B 18 B 16 <br />CR H and NB I-35W A 4 C 19 <br />CR I and SB I-35W C 26 C 22 <br />CR I and NB I-35W B 15 B 13 <br />CR I and Old Hwy 8 A 6 A 4 <br />CR I and N Fairview <br />A 6 A 6 <br />Ave <br />TCAAP Traffic Analysis <br />Technical Memorandum 21 March 2014 <br />