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the baseline and no build scenarios primarily consisted of signalizing the CR-96 and I-35W ramps as <br />well as some geometric changes discussed previously. Similarly to the Minimum Baseline Scenario <br />there are some intersections that are operating at LOS E or F. The analysis results are summarized <br />Table 8 <br />in, and a summary of their operations are: <br /> Old CR-H and CR-96 <br /> The intersection overall is operating at LOS E during the AM and PM peak due to <br />o <br />poor operations for the northbound right and the southbound left. <br /> CR-96 and Property Access <br /> The westbound movement is operating over capacity due to the large volume of <br />o <br />westbound through traffic. <br /> CR-H and US-10 <br /> The intersection operates at undesirable levels during the AM and PM peak because <br />o <br />the northbound through movement is operating over capacity and the westbound left <br />and through movements queues are blocking the right turn movement. <br /> CR-H and I-35W Southbound Ramps <br /> The Westbound through and right movements are failing due to queues from CR-H <br />o <br />and US-10. These queues block the right turn movement resulting in overall <br />intersection failure. <br />Table 8 – 2030 Maximum Development Scenario Peak Hour Baseline Analysis Results <br />2030 Baseline Max AM2030 Baseline Max PM <br />Intersection <br />LOSDelay (sec)LOSDelay (sec) <br />Old CR H and CR 96 <br />C22E62 <br />CR 96 and SB I-35W <br />B15C33 <br />Ramp <br />CR 96 and NB I-35W <br />B20C30 <br />Ramp <br />Round Lake Rd W and CR <br />B17C23 <br />96 <br />Lakeshore Pl and CR 96 <br />C26C30 <br />CR 96 at US 10 NB Ramp <br />ANo ControlANo Control <br />CR 96 and Property <br />142135 <br />AccessFF <br />CR H and US-10 <br />E63117 <br />F <br />CR H and SB I-35W <br />C32E66 <br />CR H and NB I-35W <br />A4C19 <br />CR I and SB I-35W <br />C26C23 <br />CR I and NB I-35W <br />B11B12 <br />CR I and Old Hwy 8 <br />A8B10 <br />CR I and N Fairview Ave <br />A6A6 <br />TCAAP Traffic Analysis <br />Technical Memorandum18March 2014 <br />