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Table 7 2030 Minimum Development Scenario Peak Hour Baseline Analysis Results <br />2030 Baseline Min AM 2030 Baseline Min PM <br />Intersection <br />LOS Delay (sec) LOS Delay (sec) <br />Old Hwy 8 and CR 96 <br />C 25 E 66 <br />CR 96 and SB I-35W Ramp <br />C 20 C 33 <br />CR 96 and NB I-35W Ramp <br />C 21 C 27 <br />Round Lake Rd W and CR 96 <br />B 18 C 22 <br />TH 10 West Ramp and CR 96 <br />C 28 D 42 <br />CR 96 at US 10 NB Ramp <br />A No Control A No Control <br />CR 96 and TCAAP <br />Property/North Heights <br />Church Access F 139 F 116 <br />CR H and US 10 <br />D 39 F 98 <br />CR H and SB I-35W <br />B 13 B 16 <br />CR H and NB I-35W <br />A 4 A 9 <br />CR I and SB I-35W <br />C 20 C 20 <br />CR I and NB I-35W <br />A 9 B 12 <br />CR I and Old Hwy 8 <br />A 4 C 18 <br />CR I and N Fairview Ave <br />A 6 A 5 <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 />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 Hwy 8 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 TCAAP Property/North Heights Church 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 />TCAAP Traffic Analysis <br />Technical Memorandum 18 March 2014 <br />