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63 <br /> 7.0 Segmental Capacity Analysis <br /> The daily project site trips from the development as a whole are shown below in Table <br /> 7.0. No internal capture of trips was assumed between the uses. The established growth <br /> rate of 1.5% was added to the available NCDOT AADT volumes to estimate the existing <br /> (2022) AADT. This growth rate was applied again to determine background (2025) <br /> AADT. The site trips shown below were added to the background AADT at the <br /> percentage of site trips anticipated to pass through that roadway segment to determine <br /> projected build-out (2025) AADT. <br /> Table 7.0 <br /> Total Development Traffic Generation Vehicles <br /> LUC Land Use Intensity Daily Total <br /> 495 Recreational Center 61,400 sq. ft. 1,770 <br /> N/A Outdoor Recreational Area 45 acres 508 <br /> Total Net New External Trips 2,278 <br /> Utilizing the NCDOT LOS Tables and Triangle Regional Model capacities (see <br /> Appendix), segmental LOS was determined for the major roadways in the study area. <br /> Table 7.1 shows that all segmental LOS for all major roadways in the area are at LOS D <br /> or below in all study years. <br /> Table 7.1 <br /> AADT and Segmental LOS <br /> LOS D NCDOT EstimatedProjected 2025 Projected 2025 <br /> Station ID 2022 <br /> Capacity AADT AADT Background AADT Build-out AADT <br /> Lawrence Road 13,500 4,100 4,200 4,400 5,500 <br /> S of US 70 Alt <br /> Lawrence Road 13,500 5,000 5,800 6,000 7,000 <br /> SofUS70 <br /> US 70 Alt. 14,500 2,600 2,600 2,800 3,000 <br /> E of Lawrence Rd <br /> US 70 Alt. 14,500 5,600 5,700 5,900 6,600 <br /> W of Lawrence Rd <br /> US 70 15,500 9,500 9,600 10,100 10,100 <br /> E of Lawrence Rd <br /> US 70 15,500 10,000 10,200 10,600 10,600 <br /> W of Lawrence Rd <br /> US 70 15,500 11,500 11,700 12,200 12,900 <br /> E of US 70 Alt. <br /> NC 86 15,500 81600 8,700 9,100 91 <br /> 400 <br /> S of US 70 Alt. <br />