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59 <br /> 6.3 US 70 at Lawrence Road <br /> Analyses indicate that the signalized intersection of US 70 at Lawrence Road operates <br /> at LOS D in all peak hours for the existing and projected (2025) background and build- <br /> out traffic conditions. Therefore, no improvements are recommended for this <br /> intersection. <br /> Table 6.3 summarizes the operation of the intersection of US 70 at Lawrence Road for <br /> the existing (2022) traffic condition, and the projected (2025) background, build-out, and <br /> build-out improved traffic conditions. <br /> Table 6.3 <br /> US 70 at Lawrence Road (Signalized) <br /> Condition AM Peak Hour PM Peak Hour <br /> LOS (Delay) LOS (Delay) <br /> Overall - D (54.1) Overall - D (50.6) <br /> EB - D (44.0) EB - C (24.1) <br /> Existing (2022) Traffic WB -C (20.4) WB - D (39.5) <br /> NB - E (60.7) NB - F (91.5) <br /> SB - F (105.2) SB - D (46.6) <br /> Overall - D (52.6) Overall - D (44.1) <br /> EB - D (50.6) EB - C (22.7) <br /> Background (2025) Traffic WB - B (17.0) WB - D (45.2) <br /> NB - F (98.2) NB - D (52.7) <br /> SB - E (71.3) SB - E (66.8) <br /> Overall - D (54.9) Overall - D (50.1) <br /> EB - D (52.3) EB - C (22.7) <br /> Build-out (2025) Traffic WB - B (19.6) WB - D (45.6) <br /> NB - F (97.8) NB - E (63.5) <br /> SB - E (73.4) SB - F (87.1) <br /> Overall - D (54.9) Overall - D (50.1) <br /> EB - D (52.3) EB - C (22.7) <br /> Build-out (2025) Traffic- Improved WB - B (19.6) WB - D (45.6) <br /> NB - F (97.8) NB - E (63.5) <br /> SB - E (73.4) SB - F (87.1) <br />