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Buc-ee’s – Efland, NC <br /> <br />ES-3 <br /> <br />Table ES-2 (cont.) <br />Level-of-Service Summary <br />Condition AM Peak Hour <br />LOS (Delay) <br />PM Peak Hour <br />LOS (Delay) <br />Saturday <br />Peak Hour <br />LOS (Delay) I-40 WB Service Road & East RI/RO Site Driveway (Unsignalized)* <br />Build-out (2022) Traffic SB – A (2.4) SB – A (3.3) SB – A (3.7) <br />I-40 WB Service Road &West RI/RO Site Driveway (Unsignalized)* <br />Build-out (2022) Traffic SB – A (2.1) SB – A (6.6) SB – A (2.5) <br /> * Note: HCM methodology does not report an overall level of service for unsignalized intersections. The level of <br />service and delay for the worst approach (per SimTraffic) are reported above for unsignalized intersections. <br /> <br />A weaving analysis (see Appendix) was performed for the weekday AM, PM and Saturday peak <br />hours for the projected (2022) build-out traffic condition using Highway Capacity Software (HCS <br />Version 7.8.5) to determine the operating conditions of the I-40 Service Road segments between <br />Mt. Willing Road and US-70/I-40 Connector. The peak hour weaving LOS and volume-to- <br />capacity ratio for the projected (2022) build-out condition is shown below in Table ES-3. <br /> <br /> <br />Table ES-3 <br />Weaving Level-of-Service Summary <br />Condition AM Peak Hour <br />LOS (Density) <br />PM Peak Hour <br />LOS (Density) <br />Saturday <br />Peak Hour <br />LOS (Density) <br />I-40 EB Service Road (Mt. Willing Road to US-70/I-40 Connector) <br />Build (2022) Traffic C (24.1) <br />v/c = 0.83 <br />B (14.5) <br />v/c = 0.51 <br />B (17.2) <br />v/c = 0.60 <br />I-40 WB Service Road (East RI/RO Site Driveway to Mt. Willing Road) <br />Build (2022) Traffic A (10.6) <br />v/c = 0.30 <br />B (21.3) <br />v/c = 0.63 <br />B (13.1) <br />v/c = 0.41 <br /> <br />* Note: density is measured in passenger cars per mile per lane (pc/mi/ln). <br /> <br /> <br /> <br /> <br /> <br /> <br />116