Chapter
Apr 26, 2012
Steel Girder Fracture on Delaware's I-95 Bridge over the Brandywine River
Authors: Michael Chajes [email protected], Dennis Mertz [email protected], Spencer Quiel [email protected], Harry Roecker, and John MiliusAuthor Affiliations
Publication: Structures Congress 2005: Metropolis and Beyond
Abstract
A significant crack was recently discovered on an I-95 bridge over the Brandywine River in Delaware. The steel girder bridge carries six lanes of traffic just north of downtown Wilmington. The crack was located on the fascia girder at midspan of the bridge's main span. The entire bottom flange was found to be fractured, with the crack extending upwards to within 0.3 meters of the upper flange. This paper will review the circumstances leading up to the crack, discuss the cause of the crack, review the repair strategy, and summarize the results of load tests performed prior to and during the repair.
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Copyright
© 2005 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bridge engineering
- Bridge tests
- Bridges
- Bridges (by material)
- Bridges (by type)
- Construction engineering
- Construction methods
- Continuum mechanics
- Cracking
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Flanges
- Fracture mechanics
- Girder bridges
- Load tests
- Rehabilitation
- River engineering
- Rivers and streams
- Solid mechanics
- Steel bridges
- Structural engineering
- Structural members
- Structural systems
- Tests (by type)
- Water and water resources
- Wood bridges
Authors
Affiliations
Center for Innovative Bridge Engineering, University of Delaware, Newark, DE 19716. E-mail: [email protected]
Center for Innovative Bridge Engineering, University of Delaware, Newark, DE 19716. E-mail: [email protected]
Center for Innovative Bridge Engineering, University of Delaware, Newark, DE 19716. E-mail: [email protected]
Harry Roecker
DMJM+Harris, 260 S. Broad Street, Suite 1500, Philadelphia, PA 19102-5006
John Milius
DMJM+Harris, 260 S. Broad Street, Suite 1500, Philadelphia, PA 19102-5006
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