Micro-Milling, Resurfacing (Scrub Seal), Guardrail End Anchor Installation, and Traffic Stripe on SR-1 (US-431) from a point 0.340 mile south of the junction of Buford Adamson Road in Wedowee to the junction of CR-239 (Site 1) and on SR-48 from the junction of CR-1 to the junction of SR-1 (US-431) in Wedowee (Site 2)

206E008 Removing Guardrail End Anchor (All Type) 5 Each; 405A000 Tack Coat 20,654 Gal; 408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 1,026 SQYD; 408B000 Micro-Milling Existing Pavement (Approximately 0.00" Thru 1.00" Thick) 30,003 SQYD; 408B001 Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 95,234 SQYD; 410H000 Material Remixing Device 1 Each; 410I000 Smoothness Testing, Certified Inertial Profiler 1 Each; 423B003 Stone Matrix Asphalt Binder Layer, 1/2" Maximum Aggregate Size 7,923 Ton; 424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D 5,769 Ton; 424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" Maximum Aggregate Size Mix,ESAL Range C/D 550 Ton; 424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 400 Ton; 424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 150 Ton...