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Page 5 <br />kimley-horn.com 300 Morris Street, Suite 200, Durham, NC 27701 919 682 3583 <br />Table 3 <br />Level-of-Service Summary <br />Condition AM Peak Hour <br />LOS (Delay) <br />PM Peak Hour <br />LOS (Delay) <br />Saturday Peak Hour <br />LOS (Delay) <br />US-70/I-40 Connector & I-40 WB Ramps (Signalized by Project) <br />Build-out Traffic – Phase 1 B (15.3)C (25.8)C (21.7) <br />Build-out Traffic – Phase 2 B (13.8)C (24.3)B (18.9) <br />US-70/I-40 Connector & Ben Johnston Road/Site Driveway (Signalized by Project) <br />Build-out Traffic – Phase 1 B (18.0)C (21.3)B (13.0) <br />Build-out Traffic – Phase 2 B (15.1)C (20.9)B (14.6) <br />I-40 WB Service Road & East RI/RO Site Driveway (Unsignalized)* <br />Build-out Traffic – Phase 1 SB – A (2.4) SB – A (4.6) SB – A (5.0) <br />Build-out Traffic – Phase 2 SB – A (2.5)SB – A (3.5)SB – A (3.5) <br />I-40 WB Service Road & West RI/RO Site Driveway (Unsignalized)* <br />Build-out Traffic – Phase 1 SB – A (1.9) SB – A (9.6) SB – A (2.6) <br />Build-out Traffic – Phase 2 SB – A (2.0)SB – B (13.6)SB – A (1.4) <br />Mount Willing Road & Site Driveway (Unsignalized)* <br />Build-out Traffic – Phase 2 WB – C (18.0)WB – C (21.2)WB – B (10.2) <br />* Note: HCM methodology does not report an overall level of service for unsignalized intersections. The <br />SimTraffic level of service and delay for the worst side-street approach are reported for those intersections. <br />Weaving analyses (see Appendix) were performed for the weekday AM, PM and Saturday peak <br />hours for the projected build-out traffic conditions using Highway Capacity Software (HCS Version <br />7.8.5) to determine the operating conditions of the I-40 Service Road segments between Mt. <br />Willing Road and US-70/I-40 Connector. The peak hour weaving LOS and volume-to-capacity ratio <br />for the projected build-out conditions are shown below in Table 4. <br />698