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113 <br /> Conclusion <br /> The proposed Rigsbee Subdivision development was reviewed to determine the trip generation <br /> potential for the site, the need for turn lanes into the proposed driveway, and expected capacity <br /> analysis at the proposed driveway. Per NCDOT and the County's requirements, the proposed <br /> development trips do not meet the thresholds to perform a TIA. Based on the NCDOT turn lane <br /> warrant methodology, turn lanes were not warranted for the proposed driveway along NC 54. <br /> Additionally, capacity analysis indicates that the proposed driveway is expected to operate at <br /> 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 /> ,i'`�N C ASR <br /> 4. <br /> QSEAL : Y <br /> 039251 �..= <br /> 4/10/2025 <br /> Joshua Reinke,PE <br /> Traffic Project Manager <br /> Attachment: Preliminary Site Plan <br /> Build Peak Hour Traffic Figure <br /> Count Data <br /> Turn Lane Warrant Chart <br /> Synchro Capacity Analysis Reports <br /> SimTraffic Queueing Reports <br /> 4 <br /> Be iton&Menk is an equal opportunity employer. <br />