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NB Left turn <br /> NB Right turn <br /> EB Left turn <br /> WB Through <br /> WB Right turn <br /> Round Lake Road W and CR96 <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 /> TH 10 West Ramp 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 TCAAP Property/North Heights Church 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 AM 2030 No Build PM <br />Intersection <br />LOS Delay LOS Delay <br />Old Hwy 8 and CR 96 <br />C 19 F 72 <br />CR 96 and SB I-35W Ramp <br />A 8 F * <br />CR 96 and NB I-35W Ramp <br />F * F * <br />Round Lake Rd W and CR 96 <br />C 32 F * <br />TH 10 West Ramp and CR 96 <br />B 14 F 145 <br />CR 96 at US 10 NB Ramp <br />A No Control A No Control <br />CR 96 and TCAAP <br />Property/North Heights Church <br />Access A 6 F * <br />CR H and US-10 <br />B 16 C 25 <br />CR H and SB I-35W <br />A 3 A 3 <br />CR H and NB I-35W <br />A 2 A 4 <br />CR I and SB I-35W <br />D 31 C 15 <br />CR I and NB I-35W <br />A 9 A 9 <br />CR I and Old Hwy 8 <br />A 4 A 3 <br />CR I and N Fairview Ave <br />A 6 A 5 <br />* Delay exceeds 180 seconds/vehicle <br />TCAAP Traffic Analysis <br />Technical Memorandum 12March 2014 <br />