Ludlowville Road (CR 159) Bridge over Salmon Creek Bridge Replacement

Project is a complete bridge replacement along the current alignment. The existing stone masonry abutments will be removed in areas that conflict with proposed construction, with any remaining portions being buried in the backfill. The proposed abutments are concrete cantilevers that bear on rock. U-wings will replace the existing wingwalls at the begin left, begin right, and end left portions of the bridge. A flared wingwall will be used at the far right corner of the bridge to accommodate the horizontal curve. A retaining wall will be used beyond the far left U-wing to replace an existing stone cribbing wall. The new section consists of two 10 foot lanes and 4 foot shoulders, and four-rail bridge railing. Five (5) weathering steel girders will support a 9.5 inch concrete deck.Bridge replacement will be completed with a steel multi girder design, New railing will be installed to meet current standards EEO Employment goals for this project are: 1.2% Minority Employment Goal, 6.9% Women Employment Goal

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.