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48 <br /> US 70 Multimodal Corridor Study <br /> �a <br /> e a <br /> ai <br /> ra Pa ro ,� <br /> c e y Q Qe <br /> �•� ie O` <br /> h US 70 BUS <br /> Signalized Intersection �§ y <br /> cr <br /> 'Worst case from AM and PM peaks Te <br /> Figure 13 Corridor Level of Service Summary for US 70 <br /> Table 8 2022 Corridor Level of Service Summary for US 70 Using Two-Lane Highways Analysis <br /> Segment AM Peak PM Peak <br /> Segment Segment Location Length <br /> (miles) Segment Segment <br /> LOS LOS <br /> A Supper Club Rd to Mace Rd (EB/WB) 1.7 C/ B B/C <br /> B Buckhorn Rd to Efland-Cedar Grove Rd (EB/WB) 3.9 B/A A/ B <br /> C East of US 70 Connector to Hillsborough Border(EB/WB) 1.4 D/ B C/ D <br /> E US 70 Bus to Pleasant Green Rd (EB/WB) 2.2 B/ E D/ B <br /> Table 9 Corridor Level of Service Summary for US 70 in Segment A (Mebane) and Segments C-D <br /> (Hillsborough) <br /> AM Peak PM Peak <br /> Segment Town Segment Location Arterial Class Segment Segment <br /> LOS LOS <br /> A Mebane 3rd St to 5th St (EB/WB) IV/ III D/ D D/ D <br /> C-D Hillsborough Faucette Hill Rd to Palmers Grove Rd (EB/WB) II / 1 B/ B B/C <br /> 39 Existing Conditions and Critical Issues <br />