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NB Right turn <br /> EB Left turn <br /> WB Through <br /> WB Right turn <br /> Round Lake Road W and CR 96 <br /> This intersection is expected to have multiple movements fail due to backups from <br />o <br />the I-35W SB Ramps. The NB Left turn and WB movements at Round Lake Road W <br />cannot efficiently travel due to the constraints west of the intersection. <br /> Lakeshore Place and CR 96 <br /> The WB, SB Right turns and NB Left turns are expected to experience extremely high <br />o <br />delays due to the backups from the I-35W interchange. <br /> CR 96 and the Property Access <br /> The NB left turn and right turn are expected to experience heavy delays, due to <br />o <br />queues from I-35W. The westbound movements are delayed due to the queues from <br />I-35W as well. <br />Table 4 <br />Results of the analysis are shown in. <br />Table 4 – 2030 No Build Peak Hour Traffic Analysis Results <br />2030 No Build AM2030 No Build PM <br />Intersection <br />LOSDelayLOSDelay <br />Old CR H and CR 96 <br />C1972 <br />F <br />CR 96 and SB I-35W Ramp <br />A8* <br />F <br />CR 96 and NB I-35W Ramp <br />** <br />FF <br />Round Lake Rd W and CR 96 <br />C32* <br />F <br />Lakeshore Pl and CR 96 <br />B14145 <br />F <br />CR 96 at US 10 NB Ramp <br />ANo ControlANo Control <br />CR 96 and Property Access <br />A6* <br />F <br />CR H and US-10 <br />B16C25 <br />CR H and SB I-35W <br />A3A3 <br />CR H and NB I-35W <br />A2A4 <br />CR I and SB I-35W <br />D31C15 <br />CR I and NB I-35W <br />A9A9 <br />CR I and Old Hwy 8 <br />A4A3 <br />CR I and N Fairview Ave <br />A6A5 <br />* Delay exceeds 180 seconds/vehicle <br />6. Traffic Forecasts <br />The No Build Year 2030 background traffic forecasts were previously prepared for the Draft TCAAP <br />Figure T10 <br />Redevelopment. shows the peak hour turning movement volumes. Traffic forecasts for <br />TCAAP Traffic Analysis <br />Technical Memorandum12March 2014 <br />