Replacement of Ledyard Road Over Little Salmon Creek Bridge

The project includes removing the existing superstructure and substructure and replacing with a 53’-6” multi-girder simple span bridge on a similar vertical and horizontal alignment. The integral abutment substructures with cantilevered wingwalls will be cast-in-place concrete founded on piles. Medium stone fill will be installed as slope protection. Approximately 250’ of full depth approach reconstruction will be completed on Ledyard Road. New bridge and approach guide railing will be installed within the project limits. Traffic will be maintained on an off-site detour during construction.

Bridge, Renovation.

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.