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154 <br /> RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br /> SimTraffic Operations <br /> June 4, 2020 <br /> 7.0 SIMTRAFFIC OPERATIONS <br /> SimTraffic runs were completed for the build with improvements scenarios to observe the predicted traffic operations <br /> throughout the study with the recommendations in place.As is standard practice,ten (10)SimTraffic analysis runs <br /> were performed for the peak hours in the build with improvements scenario. The below table lists the 95th percentile <br /> queues in addition to the maximum observed queue lengths from SimTraffic. Detailed SimTraffic Queuing and <br /> Blocking reports can be found in the Appendix. <br /> Table 8: Maximum Queue Length Summary <br /> Intersection/Movement Available 2023 Build Improved AM 2023 Build Improved PM <br /> Storage Peak(feet) Peak(feet) <br /> (feet) 95th Wile Max Obs. 95th Wile Max Obs. <br /> WBL 300 184 165 255 225 <br /> Old NC 86 at NBL 200 4 14 4 19 <br /> Waterstone <br /> Drive NBR 425 45 261 46 139 <br /> SB Dual LT. 300 220 283 146 207 <br /> Old NC 86 at WBL 225 117 193 100 149 <br /> 1-40 <br /> Westbound NBL 225 15 100 25 171 <br /> Old NC 86 at EBR 200 201 200 96 123 <br /> 1-40 <br /> Eastbound SBL continuous 774 694 695 620 <br /> Old NC 86 at EBR 100 2.5 98 5 185 <br /> Service Road NBL 50 2.5 115 0 54 <br /> Minimal queues were observed at Davis Road and the site driveways on both the Service Road as well as Davis <br /> Road. Accordingly,these queues were omitted from the above table. <br /> 31 <br />