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Adjacent precast concrete box beam bridges : connection details

Author: H G Russell; National Research Council (U.S.). Transportation Research Board.; National Cooperative Highway Research Program.; American Association of State Highway and Transportation Officials.; United States. Federal Highway Administration.
Publisher: Washington, D.C. : Transportation Research Board, 2009.
Series: Synthesis of highway practice, 393.
Edition/Format:   Print book : Document   Computer File : EnglishView all editions and formats
Summary:
"Bridges built with adjacent precast, prestressed concrete box beams are a popular and economical solution in many states because they can be constructed rapidly and most deck forming is eliminated. Bridges constructed with box beams have been in service for many years and have generally performed well. A recurring problem, however, is cracking in the longitudinal grouted joints between adjacent beams, resulting in  Read more...
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Details

Additional Physical Format: Online version:
Russell, H.G.
Adjacent precast concrete box beam bridges.
Washington, D.C. : Transportation Research Board, 2009
(OCoLC)761834969
Material Type: Document, Internet resource
Document Type: Book, Computer File, Internet Resource
All Authors / Contributors: H G Russell; National Research Council (U.S.). Transportation Research Board.; National Cooperative Highway Research Program.; American Association of State Highway and Transportation Officials.; United States. Federal Highway Administration.
ISBN: 9780309098304 0309098300
OCLC Number: 318454105
Notes: "A synthesis of highway practice."
At head of title: National Cooperative Highway Research Program.
Description: 75 pages : illustrations, form ; 28 cm.
Series Title: Synthesis of highway practice, 393.
Responsibility: consultant, Henry G. Russell.

Abstract:

"Bridges built with adjacent precast, prestressed concrete box beams are a popular and economical solution in many states because they can be constructed rapidly and most deck forming is eliminated. Bridges constructed with box beams have been in service for many years and have generally performed well. A recurring problem, however, is cracking in the longitudinal grouted joints between adjacent beams, resulting in reflective cracks forming in the wearing surface. This in turn may lead to leakage, corrosion, and, in severe cases, complete cracking of joints and loss of load transfer. This study discusses current design and construction practices that are reported to reduce the likelihood of longitudinal cracking in box beam bridges"--Preface.

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