Emergency Repair of Hickory Grove Bridge

Existing steel plate will be removed, and the existing asphalt overlay will need to be excavated to expose the deck underneath. The existing deck concrete will be removed as detailed, and horizontal dowels will be drilled, grouted and tied into the longitudinal bars. A form will be placed on the underside of the slab and high early strength concrete will be poured. After the concrete is cured and achieves the required strength, the form will be removed, and a new asphalt overlay will be installed in the area of the repaired slab.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.