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- W583535732 abstract "The existing Acushnet River Bridge in Acushnet and New Bedford, Massachusetts is 53 meters long, which consists of three-spandrel filled concrete arch spans, was determined to be functionally obsolete and required complete replacement. The problem is that the riverbed of the Acushnet River is contaminated with PCBs and the Massachusetts Highway Department prohibited excavation of the riverbed. Further, the alignment and profile could not be significantly altered, the bridge supported numerous utilities that could not be shut off or rerouted during construction, and the design had to be expedited as soon as possible. A unique solution was developed that consisted of removing the existing spandrel walls, designing a three span (20.726 m, 17.678 m, 20.726 m) prestressed concrete deck beam superstructure made fully continuous for positive and negative live load and superimposed dead load moments placed over the top of the existing concrete arches, and a substructure of drilled shafts placed behind the existing abutments and through cored holes in the existing piers. The new structure was designed assuming no support from the existing structure. The drilled shafts are socketed into bedrock and the drilled shafts at the piers have no lateral support from pier cap down to bedrock (7.315 m). Utilities were relocated by building the new bridge in two construction stages." @default.
- W583535732 created "2016-06-24" @default.
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- W583535732 date "2006-01-01" @default.
- W583535732 modified "2023-09-27" @default.
- W583535732 title "The Acushnet River Bridge" @default.
- W583535732 hasPublicationYear "2006" @default.
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