Rapid Bridge Construction in New Hampshire
Mark D Whittemore, Peter E. Stamnas
Abstract
Mark D Whittemore, Peter E. Stamnas
Abstract
This article describes a rapid bridge replacement project in Epping, New Hampshire. The project was the state's first site to incorporate fast-track construction methods. The goal was to develop a concept that could be used to replace a typical medium-span bridge using a spread footing, cantilever-style abutment substructure. The new structure consists of a 115-foot long adjacent box beam superstructure supported by an all precast concrete substructure. The precast concrete components allowed the project, which normally would have taken 4 to 6 months to construct, to be completed in just 8 days.
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This article describes a rapid bridge replacement project in Epping, New Hampshire. The project was the state's first site to incorporate fast-track construction methods. The goal was to develop a concept that could be used to replace a typical medium-span bridge using a spread footing, cantilever-style abutment substructure. The new structure consists of a 115-foot long adjacent box beam superstructure supported by an all precast concrete substructure. The precast concrete components allowed the project, which normally would have taken 4 to 6 months to construct, to be completed in just 8 days.
Key concepts: Precast concrete, Bridge (graph theory), Engineering, Abutment, Substructure, Structural engineering, Civil engineering, Medicine