BRIDGES
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Bridges

Railroad Structures | Multi-Span Steel and Prestressed Concrete Beam and Girders | Bridge Inspection | Prefabricated Concrete Structures

Snow Road Grade Crossing Elimination - Cuyahoga County, Ohio
Client: City of Brook Park, Ohio
Euthenics provided engineering and surveying services for final plans and specifications for the Snow Road Grade Crossing Elimination with the CSX Railroad in the City of Brook Park. The project included a 90' - 6" welded steel girder bridge for the CSX railroad over Snow Road, and the reconstruction of approx. 1,600 feet of Snow Road. The project included a storm water pump station to drain the underpass. A temporary railroad run-around and a two lane run-around for Snow Road was constructed to maintain rail and vehicular traffic during construction.
Center Street Bridge Replacement - Mahoning County, Ohio
Client: Mahoning County, Ohio
Design improvement plans for the replacement of the existing Center Street Bridge over the Mahoning River Valley in Youngstown, Ohio. The existing Center Street Overpass Bridge was 2,100 feet long and spanned the Mahoning River and the Conrail, CSX and Mahoning Railroads. The existing structure was replaced with three bridges.

Interstate 90/Euclid Spur - Cuyahoga & Lake Counties, Ohio
Client: Ohio Department of Transportation
The project involved evaluating the operational performance of the Interstate 90 Euclid Spur Corridor between Route 2 and S.R. 84. Geometric improvements and auxiliary lanes were recommended to maximize the level of service. Plans were completed to add auxiliary lanes in each direction on the freeway, relocate on and off ramps, and widen and rehabilite 7 bridges. The project length was approx. 1.5 miles.

West 25th St Bridge Inspection - Cuyahoga County, Ohio
Client: Ohio Department of Transportation
The 686-foot long West 25th Street Bridge over Train Avenue, Conrail and N&W Railroad in Cleveland, Ohio, consisted of two deck truss spans, simple and continuous beam and girder spans. The bridge inspection and report resulted in a rehabilitation of the deck truss spans and complete replacement of the beam and girder spans.
 
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