100-Year Performance of Timber–Concrete Composite Bridges in the United States
Publication: Journal of Bridge Engineering
Volume 25, Issue 3
Abstract
The use of timber–concrete composite (TCC) bridges in the United States dates back to approximately 1924 when the first bridge was constructed. Since then a large number of bridges have been built, of which more than 1,400 remain in service. The oldest bridges still in service are now more than 84 years old and predominately consist of two different TCC systems. The first system is a slab-type system that includes a longitudinal nail-laminated deck composite with a concrete deck top layer. The second system is a stringer system that includes either sawn timber or glulam stringers supporting a concrete deck top layer. The records indicate that most of the TCC highway bridges were constructed during the period of 1930–1960. The study presented in this paper discusses the experience and performance of these bridge systems in the US. The analysis is based on a review of the relevant literature and databases complemented with field inspections conducted within various research projects. Along with this review, a historical overview of the codes and guidelines available for the design of TCC bridges in the US is also included. The analysis undertaken showed that TCC bridges are an effective and durable design alternative for highway bridges once they have shown a high performance level, in some situations after more than 80 years in service with a low maintenance level.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author upon request.
References
AASHTO. 1949. 5th standard specifications for highway bridges. Washington, DC: AASHTO.
AASHTO. 1983. Standard specifications for highway bridges 1983. Washington, DC: AASHTO.
AASHTO. 2014. LRFD bridge construction specifications. Washington, DC: AASHTO.
AWPA (American Wood Preservers Association). 1941. Timber-concrete composite decks. Birmingham, AL: AWPA.
Baldock, R. H., and C. B. McCullough. 1933. Loading tests on a new composite type short span highway bridge combining concrete and timber in flexure. Salem, OR: Oregon State Highway Commission.
Balogh, J., M. Fragiacomo, R. M. Gutkowski, and R. S. Fast. 2008. “Influence of repeated and sustained loading on the performance of layered wood–concrete composite beams.” J. Struct. Eng. 134 (3): 430–439. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(430).
Caltrans. 2016. US 66 bridge inspection reports. Sacramento, CA: Caltrans.
CEN (European Committee for Standardization). 2004. Design of timber structures—Part 1-2: General—Structural fire design. Eurocode 5. Brussels, Belgium: CEN.
DELDOT (Delaware Department of Transportation Division of Highways). 2000. Delaware’s historic bridges. Dover, DE: DELDOT.
FHWA (Federal Highway Administration). 2016. “National bridge inventory.” Accessed June 1, 2016. https://www.fhwa.dot.gov/bridge/nbi.cfm.
Fragiacomo, M., R. M. Gutkowski, J. Balogh, and R. S. Fast. 2007. “Long-term behavior of wood-concrete composite floor/deck systems with shear key connection detail.” J. Struct. Eng. 133 (9) 1307–1315. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1307).
Gutkowski, R., K. Brown, A. Shigidi, and J. Natterer. 2008. “Laboratory tests of composite wood–concrete beams.” Constr. Build. Mater. 22 (6): 1059–1066. https://doi.org/10.1016/j.conbuildmat.2007.03.013.
Lardner & Klein. 2015. California historic route 66—Needles to Barstow corridor management plan. Alexandria, VA: Lardner/Klein Landscape Architects.
McCullough, C. B. 1943. “Oregon tests on composite (timber-concrete) beams.” J. Am. Concr. Inst. 14 (5): 429–440.
MHT (Maryland Historical Trust). n.d. “Medusa.” Accessed June 1, 2016. https://mht.maryland.gov/secure/medusa/.
MHT (Maryland Historical Trust). 2001. Inspection reports: MD-300, K-681, D-724, WI-224, WO-491. Crownsville, MD: MHT.
Richart, F. E., and C. B. Williams. 1943. In Vol. 40 of Tests of composite timber and concrete beams, 62. Urbana, IL: Univ. of Illinois at Urbana-Champaign.
Rodrigues, J. N., A. M. P. G. Dias, and P. M. P. Providência. 2013. “Timber-concrete composite bridges: State-of-the-art review.” BioResources 8 (4): 6630–6649. https://doi.org/10.15376/biores.8.4.6630-6649.
Rodrigues, J. N., P. Providência, and A. M. P. G. Dias. 2017. “Sustainability and lifecycle assessment of timber-concrete composite bridges.” J. Infrastruct. Syst. 23 (1): 04016025. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000310.
SBC (San Bernardino County). 2016. “Transportation.” Accessed June 15, 2016. http://cms.sbcounty.gov/dpw/Transportation.aspx.
Seiler, J. F. 1933a. “Design of composite slab highway bridge deck.” Wood Preserving News, XI, December 1, 1993.
Seiler, J. F. 1933b. “New type of composite beam.” Wood Preserving News, XI, November 1, 1933.
Seiler, J. F. 1934. “Composite bridge deck under traffic on Tampa-Clearwater project.” Wood Preserving News, XII, October 1, 1993.
TIM-PRESS. 1953. Rigid specifications mark bridge jobs for forest service. Portland, OR: Timber Structures.
TSI. 1958. Form TSB 3-5000-858. Portland, OR: Timber Structures.
van der Linden, M. 1999. “Timber concrete composite floors.” Ph.D. thesis, Dept. of Civil Engineering Faculty, Steel and Timber, Delft Univ. of Technology.
Wacker, J. P., B. K. Bradshaw, T. G. Williamson, P. D. Jones, M. S. Smith, T. K. Hosteng, D. L. Strahl, L. E. Coombe, and V. J. Gopu. 2014. “Service life assessment of timber highway bridges in USA climate zones.” In Proc., World Conf. on Timber Engineering. Quebec City, Canada: World Conference on Timber Engineering.
Weaver, C. A., W. G. Davids, and H. J. Dagher. 2004. “Testing and analysis of partially composite fiber-reinforced polymer-glulam-concrete bridge girders.” J. Bridge Eng. 9 (4): 316–325. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:4(316).
WPN (Wood Preserving News). 1938. “Composite construction shows marked increase in Chesapeake region.” Wood Preserving News XVI, June 1, 1938.
WPN (Wood Preserving News). 1941. “US Navy constructs composite deck bridge in record time.” Wood Preserving News, XIX, May 1, 1941.
Yeoh, D., M. Fragiacomo, and D. Carradine. 2013. “Fatigue behaviour of timber-concrete composite connections and floor beams.” Eng. Struct. 56 (Nov): 2240–2248. https://doi.org/10.1016/j.engstruct.2013.08.042.
Yeoh, D., M. Fragiacomo, M. De Franceschi, and K. H. Boon. 2011. “State of the art on timber-concrete composite structures: Literature review.” J. Struct. Eng. 137 (10): 1085–1095. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000353.
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©2020 American Society of Civil Engineers.
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Received: Jan 29, 2019
Accepted: Aug 7, 2019
Published online: Jan 16, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 16, 2020
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