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147 <br /> RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br /> Capacity Analysis <br /> June 4, 2020 <br /> Capacity analyses were performed for the following conditions. <br /> • 2020 Existing <br /> • 2023 No-Build <br /> • 2023 Build <br /> • 2023 Build-Improved <br /> The following existing intersections were included in the capacity analysis for the above scenarios; where applicable: <br /> • Old NC 86 at Waterstone Drive/Rippy Lane <br /> • Old NC 86 at 1-40 WB Ramps; <br /> • Old NC 86 at-40 EB Ramps; <br /> • Old NC 86 at Service Road; and <br /> • Old NC 86 at Davis Road. <br /> The below proposed driveways were analyzed in the Build and Build with Improvements scenarios. <br /> • Service Road at Warehouse A Driveway <br /> • Service Road at Warehouse B Driveway <br /> • Service Road at Warehouse C Driveway <br /> • Davis Road at Warehouse D Driveway <br /> All Synchro files and detailed printouts can be found in the Appendix.A brief summary of the results of the analyses <br /> is provided in the following sub-sections. <br /> 24 <br />