Laserfiche WebLink
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 AM 2030 Baseline Max PM <br />Intersection <br />LOS Delay (sec) LOS Delay (sec) <br />Old Hwy 8 and CR 96 <br />C 22 E 62 <br />CR 96 and SB I-35W <br />Ramp B 15 C 33 <br />CR 96 and NB I-35W <br />Ramp B 20 C 30 <br />Round Lake Rd W and CR <br />96 B 17 C 23 <br />TH 10 West Ramp and CR <br />96 C 26 C 30 <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 142 F 135 <br />CR H and US-10 <br />E 63 F 117 <br />CR H and SB I-35W <br />C 32 E 66 <br />CR H and NB I-35W <br />A 4 C 19 <br />CR I and SB I-35W <br />C 26 C 23 <br />CR I and NB I-35W <br />B 11 B 12 <br />CR I and Old Hwy 8 <br />A 8 B 10 <br />CR I and N Fairview Ave <br />A 6 A 6 <br />10. Mitigated Roadway Network Scenario Analyses <br />a. Minimum Development Scenario <br />Based on the results under the unmitigated scenario, the intersections that were failing and or had <br />failing movements were reevaluated with the mitigations stated previously. After mitigation all <br />intersections were operating at LOS D or better with no anticipated operational issues in the AM and <br />Table 9 <br />PM scenarios. The analysis results are presented in , and the total traffic turning movement <br />Figure T19 <br />volumes are shown in <br />TCAAP Traffic Analysis <br />Technical Memorandum 19 March 2014 <br />