Orange County NC Website
403 <br /> Committed NCDOT Proiects: <br /> The TIA indicates the proposed development is proximal to two NCDOT projects <br /> currently programmed in the State Transportation Improvement Program(STIP). Namely, <br /> U-5845(Churton Street Widening) and I-3306A(I-40 Widening). Neither of these projects <br /> include committed improvements at any of the intersections included in the study area of <br /> this TIA. <br /> Analysis Results and Mitigation Requirements: <br /> Old NC 86 and Waterstone Drive/Rippy Lane Intersection: <br /> The analysis indicates that this intersection is expected to operate acceptably in the 2023 <br /> build scenario. <br /> We concur with the TIA recommendation that no improvements are required. <br /> Old NC 86 and I-40 Westbound Ramps Intersection: <br /> The analysis indicates a significant increase in delay and drop in LOS from D-F on the <br /> westbound approach with the addition of site traffic. <br /> Pursuant to NCDOT guidelines, the applicant will need to provide additional analysis and <br /> recommendations for mitigation of this impact to include assessment for warrant and <br /> need for a traffic signal. <br /> Old NC 86 and I-40 Eastbound Ramps Intersection: <br /> The TIA recommends installation of a traffic signal at this location. The applicant should <br /> provide additional traffic signal warrant assessment supporting this recommendation. In <br /> the event that a signal is verified to be warranted and needed, it is noted that the analysis <br /> indicates that a substantial queue for the southbound left turn movement that may exceed <br /> existing storage may result. Additionally, the analysis indicates that the queue for the <br /> northbound through/right movement is expected to spill beyond the existing Old NC 86 <br /> and Service Road intersection which would be expected to result in significant <br /> operational and safety issues at that location. The applicant will need to provide <br /> additional analysis and recommendations to mitigate the queue spillback or consider <br /> restrictions of left turn movements at the service road. <br /> Old NC 86 and Service Road Intersection: <br /> As noted above, queue spill back from the adjacent eastbound ramps will need to be <br /> mitigated or restrictions of left turns at this intersection will need to be considered with <br /> appropriate internal circulation patterns provided to route traffic to the proposed Davis <br /> Road as an alternate access route. In the event that a full movement intersection is <br /> approved at this location, then the following improvements are required. <br />