Field Performance of the Fiber-Reinforced Polymer Deck of a Truss Bridge
Publication: Journal of Performance of Constructed Facilities
Volume 21, Issue 1
Abstract
The MD 24 Bridge over Deer Creek in Harford County, Md., was one of the projects chosen by the Federal Highway Administration’s Innovative Bridge Research and Construction Program for bridge deck replacement by fiber-reinforced polymer (FRP) composites. A thorough discussion is presented on Maryland State Highway Administration’s first bridge rehabilitation project utilizing a FRP deck. The discussion includes design details, installation procedure, construction methods and in situ load testing with a wireless monitoring system. The research team installed a monitoring system to record the effects of live loads on the bridge system, including truss members, steel stringers, and plate action of the FRP deck. Finite-element models were also used in this phase. Dynamic effects of the FRP system, composite action between steel stringers and the FRP deck as well as the effective width and distribution factors of stringers were obtained and compared with the AASHTO specifications. Recommendations are also offered on improving the design details based on this experience.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This work was sponsored by FHwA of the U.S. DOT and Maryland State DOT through FHwA’s Innovative Bridge Research and Construction (IBRC) Program. Thanks go to William Wright and Glenn Washer of Turner-Fairbank Highway Research Center (TFHRC), FHwA for loaning the Invocon wireless structural monitoring system and to Ronald Nelson, also of TFHRC, for his expert help on the strain gauge installations. Thanks also are due to Glenn Vaughan and Jock Freedman, of Maryland State DOT, for their advice and support.
References
American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges, 16th Ed., 2002 interim, Washington, D.C.
American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications, 2002 Interim, Washington, D.C.
Delsen Testing Laboratories, Inc. (2000). Test Rep. on Coupon Material Properties for the DuraSpan 766, Calif.
Eom, J., and Nowak, A. S. (2001). “Live load distribution for steel girder bridges.” J. Bridge Eng., 6(6), 489–497.
Federal Highway Administration (FHwA). (2004). “FRP decks and superstructures: Current practice.” http://www.fhwa.dot.gov/bridge/frp/deckprac.htm (June 8, 2004).
Fu, C. C., Amde, A. M., and Alayed, H. (2003). “Bridge No. 12016 on MD-24 over Deer Creek (FRP Bridge Deck Replacements).” Bridge Test Rep. Maryland State Highway Administration and Federal Highway Administration (IBRC program). http://best.umd.edu/publications/MD-24 Report_R2.pdf .
Hayes, M. D., et al. (2000). “Laboratory and field testing of composite bridge superstructure.” J. Compos. Constr., 4(3), 120–128.
Moon, F. L., II, Eckel, D. A., II, and Gillespie, J. W., Jr. (2002). “Shear stud connections for the development of composite action between steel girders and fiber-reinforced polymer bridge decks.” J. Struct. Eng., 128(6), 762–770.
Reising, R. M. W., et al. (2001). “Performance of a five-span steel bridge with fiber reinforced polymer composite deck panels.” Transportation Research Board, 80th Annual Meeting, Washington D.C., Paper No. 01–0337.
Information & Authors
Information
Published In
Copyright
© 2007 ASCE.
History
Received: Jun 13, 2005
Accepted: Feb 7, 2006
Published online: Feb 1, 2007
Published in print: Feb 2007
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.