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maintain an LOS D or better at almost all of the intersections with the exception of the CR 96 and the <br />Property access located at the entrance to the TCAAP site in the AM peak (LOS F). The major <br />movement contributing to the LOS F is the westbound movements. Due to a high westbound through <br />volume and a lack of capacity, the traffic conditions deteriorate causing high delays. <br />During the PM peak three intersections are expected to operate at LOS E or LOS F. Which are <br />further described below: <br /> Old CR-H and CR-96 <br /> The traffic volumes on the southbound left and northbound right cause significant <br />o <br />delays and impact the overall LOS at the intersection. These movements are both <br />operating at an unacceptable LOS. <br /> CR-96 and Property Access <br /> Similarly to the AM peak the WB through movement demand exceeds capacity <br />o <br />causing major delays for westbound traffic. <br /> CR-H and US-10 <br /> The high demands on the northbound through movements and the westbound <br />o <br />movements are causing high delays and queues that affect the overall LOS of the <br />intersection. <br />Table 7 <br />The delays and LOS for this scenario can be seen in below. <br />Table 7 – 2030 Minimum Development Scenario Peak Hour Baseline Analysis Results <br />2030 Baseline Min AM2030 Baseline Min PM <br />Intersection <br />LOSDelay (sec)LOSDelay (sec) <br />Old CR H and CR 96 <br />C25E66 <br />CR 96 and SB I-35W Ramp <br />C20C33 <br />CR 96 and NB I-35W Ramp <br />C21C27 <br />Round Lake Rd W and CR 96 <br />B18C22 <br />Lakeshore Pl and CR 96 <br />C28D42 <br />CR 96 at US 10 NB Ramp <br />ANo ControlANo Control <br />CR 96 and Property Access <br />139116 <br />FF <br />CR H and US 10 <br />D3998 <br />F <br />CR H and SB I-35W <br />B13B16 <br />CR H and NB I-35W <br />A4A9 <br />CR I and SB I-35W <br />C20C20 <br />CR I and NB I-35W <br />A9B12 <br />CR I and Old Hwy 8 <br />A4C18 <br />CR I and N Fairview Ave <br />A6A5 <br />b. Maximum Development Scenario <br />The maximum baseline development scenario turning movements were generated by adding the site <br />generated traffic to the 2030 No Build scenario turning movement volumes. The turning movement <br />Figure T17 <br />volumes for this scenario are shown in. The improvements that were considered between <br />TCAAP Traffic Analysis <br />Technical Memorandum17March 2014 <br />