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79 <br /> Conclusion <br /> The proposed Highway 86 Subdivision development was reviewed to determine the trip <br /> generation potential for the site,the need for turn lanes into the proposed driveways,and expected <br /> capacity analysis at the proposed driveways. Per NCDOT and the County's requirements, the <br /> proposed development trips do not meet the thresholds to perform a TIA. Based on the NCDOT <br /> turn lane warrant methodology, turn lanes were not warranted for either of the proposed <br /> driveways along Highway 86. Additionally, capacity analysis indicates that the proposed <br /> driveways are expected to operate at acceptable levels of service with minimal queueing. <br /> If you have any questions or concerns,please do not hesitate to contact me. <br /> Sincerely, <br /> Bolton&Menk,Inc. <br /> ��11111111//�� <br /> •CAR 0 /// <br /> a SEAL 7- <br /> 039261 039251T. <br /> �ii�s' •'1;Q1NE������ <br /> /1A 1110�� <br /> 3/4/2025 <br /> Joshua Reinke,PE <br /> Traffic Project Manager <br /> Attachments: Preliminary Site Plan <br /> Existing Peak Hour Traffic Figure <br /> Site Trip Distribution Figure <br /> Site Trip Assignment Figure <br /> Build Peak Hour Traffic Figure <br /> Count Data <br /> Turn Lane Warrant Charts <br /> Synchro Capacity Analysis Reports <br /> SimTraffic Queueing Reports <br /> 5 <br /> Bolton&Menk is an equal opportunity employer. <br />