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Table 10 – 2030 Maximum Development Scenario Peak Hour Mitigation Analysis Results <br />2030 Baseline Max Mitigated AM2030 Baseline Max Mitigated PM <br />Intersection <br />LOSDelay (sec)LOSDelay (sec) <br />C23C23 <br />Old CR H and CR 96 <br />CR 96 and SB I-35W <br />C22C24 <br />Ramp <br />CR 96 and NB I-35W <br />C24C33 <br />Ramp <br />Round Lake Rd W <br />C22C27 <br />and CR 96 <br />Lakeshore Pl and CR <br />C27C29 <br />96 <br />CR 96 at US 10 NB <br />ANo ControlANo Control <br />Ramp <br />CR96 and Property <br />C29D42 <br />Access <br />C28D36 <br />CR H and US-10 <br />B18B16 <br />CR H and SB I-35W <br />A4C19 <br />CR H and NB I-35W <br />C26C22 <br />CR I and SB I-35W <br />B15B13 <br />CR I and NB I-35W <br />A6A4 <br />CR I and Old Hwy 8 <br />CR I and N Fairview <br />A6A6 <br />Ave <br />TCAAP Traffic Analysis <br />Technical Memorandum20March 2014 <br />