Planing, Micro-Milling, Resurfacing, Guardrail Installation, and Traffic Stripe on the I-20 On and Off Ramps at Exits 185, 188, 191, 199, and 205 in the East Central Region (Alexander City Area)

Removing Guardrail 665 LF; Removing Guardrail End Anchor (All Type) 7 Each; Tack Coat 117 Gal; Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 578 SQYD; Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 44,825 SQYD; Material Remixing Device 1 Each; Open Graded Friction Course Tack Coat 4,931 Gal; Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate 2,096 Ton; Size Mix, ESAL Range C/D Superpave Bituminous Concrete Upper Binder Layer, 1/2" Maximum Aggregate Size 3,575 Ton; mix, ESAL Range C/D Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum 500 Ton; Aggregate Size Mix, ESAL Range C/D Aggregate Surfacing (1" Down, Crusher Run) 600 Ton; Mobilization (1.000) LS; Steel Beam Guardrail, Class A, Type 2 665 LF; Guardrail End Anchor, Type 8 (MASH) 2 Each...