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137 <br /> RESEARCH TRIANGLE LOGISTICS PARK TRAFFIC IMPACT ANALYSIS <br /> Traffic Volumes <br /> June 4, 2020 <br /> • Old NC 86 at Waterstone Drive/Rippy Lane <br /> • Old NC 86 at 1-40 WB Ramps <br /> • Old NC 86 at 1-40 EB Ramps <br /> • Old NC 86 at Service Road <br /> • Old NC 86 at Davis Road <br /> 5.1 FUTURE TRAFFIC GROWTH <br /> Future traffic growth is the increase in traffic volumes due to usage increases and non-specific growth throughout the <br /> area. The balanced 2016 existing volumes from the Settler's Pointe TIA were grown by a 1%annual rate to estimate <br /> the 2020 volumes. This growth is shown in Figure 5. <br /> The 2020 traffic volumes were subsequently grown by a 1%annual rate to account for background growth to 2023. <br /> This growth is shown in Figure 6. All traffic volume calculations are contained in the Appendix. <br /> 5.2 APPROVED DEVELOPMENT TRAFFIC <br /> As this study uses the traffic counts from the Settler's Pointe TIA, the approved development information presented in <br /> the prior study was determined suitable for use in this analysis. Specifically, the Waterstone Development was <br /> partially constructed at the time the traffic counts were obtained. This development consists of single family homes, <br /> townhomes, apartments, a soccer complex, and hospital space. Trips associated with Waterstone are shown in <br /> Figure 7 and a discussion from the Settler's Pointe TIA is provided in the scoping forms in the Appendix. <br /> 5.3 NO-BUILD TRAFFIC VOLUMES <br /> The historical growth and approved development traffic volumes were added to the 2020 existing volumes to <br /> determine the No-Build traffic volumes. The 2023 No-Build traffic volumes are shown in Figure 8. All traffic volume <br /> calculations are contained in the Appendix. <br /> 5.4 TOTAL BUILD TRAFFIC WITH PROPOSED DEVELOPMENT <br /> To obtain the total 2023 Build traffic volumes,the distributed site traffic was added to the respective no-build traffic <br /> volumes. The total AM and PM peak hour turning movement volumes for the study intersections were then <br /> calculated and analyzed for the 2023 traffic scenarios. The 2023 Build-out traffic volumes are shown in Figure 11. All <br /> traffic volume calculations are contained in the Appendix. <br /> 14 <br />