Sustainability and Lifecycle Assessment of Timber-Concrete Composite Bridges
Publication: Journal of Infrastructure Systems
Volume 23, Issue 1
Abstract
Over the last few years there has been a renewed interest on the use of timber-concrete composite (TCC) structures in bridge decks, possibly because of their cost competitiveness and environmental friendliness. Accordingly, this paper investigates the sustainability of TCC bridge decks under a threefold environmental, economic, and sociocultural perspective. Two different types of decks, which represent the overall characteristics of TCC bridges constructed around the world, are first described. Next, the paper presents a comparative sustainability assessment of two existing concrete bridges and their TCC deck potential alternatives (of the types previously mentioned); a lifecycle methodology, based on standards from the International Organization for Standardization (ISO) and other publications, is followed. The main conclusions are that, when compared with concrete decks, TCC solutions cause less environmental impact and are cost-competitive. Regarding sociocultural impacts, this analysis reveals the lower user-incurred costs of one of the TCC deck types.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors gratefully acknowledge the funding provided by the Portuguese Foundation for Science and Technology (FCT) with Research Grants No. SFRH/BD/44908/2008 and UID/MULTI/00308/2013, and by the Science and Innovation Operational Program, cofinanced by the European Union Fund FEDER, through the Research Project No. PTDC/ECM/099833/2008.
References
Aktan, A. E., et al. (2000). Concrete bridges (transportation in the new millenium), Transportation Research Board, Washington, DC.
Bouhaya, L., Roy, R. L., and Feraille-Fresnet, A. (2009). “Simplified environmental study on innovative bridge structure.” Environ. Sci. Technol., 43(6), 2066–2071.
Carlson, A. (2009). “Contemporary environmental aesthetics and the requirements of environmentalism.” J. Faculty Lett. Univ. Tokyo, Aesthetics, 34, 1–21.
CEN (Comité Européen de Normalisation). (2002). “Basis of structural design.” Eurocode 0, Brussels, Belgium.
CEN (Comité Européen de Normalisation). (2003). “Actions on structures—Traffic loads on bridges.” Eurocode 1: Part 2, Brussels, Belgium.
CEN (Comité Européen de Normalisation). (2004a). “Design of concrete structures. General rules and rules for buildings.” Eurocode 2: Part 1-1, Brussels, Belgium.
CEN (Comité Européen de Normalisation). (2004b). “Design of timber structures—Bridges.” Eurocode 5: Part 2, Brussels, Belgium.
CEN (Comité Européen de Normalisation). (2004c). “Design of timber structures—General rules and rules for buildings.” Eurocode 5: Part 1-1, Brussels, Belgium.
CEN (Comité Européen de Normalisation). (2005). “Design of concrete structures. Concrete bridges. Design and detailing rules.” Eurocode 2: Part 2, Brussels, Belgium.
CEN (Comité Européen de Normalisation). (2012). “Sustainability of construction works—Assessment of buildings—Part 3: Framework for the assessment of social performance.” EN 15643-3, Brussels, Belgium.
Clouston, P., Bathon, L. A., and Schreyer, A. (2005). “Shear and bending performance of a novel wood-concrete composite system.” J. Struct. Eng., 1404–1412.
Collings, C. (2006). “An environmental comparison of bridge forms.” Proc. ICE—Bridge Eng., 159(4), 163–168.
Consoli, F., et al. (1993). “Guidelines for life-cycle assessment: A code of practice.” Society of Environmental Toxicology and Chemistry (SETAC), Brussels, Belgium.
Davis Langdon. (2007). Life cycle costing (LCC) as a contribution to sustainable construction: A common methodology, London.
Dennison, G., and Maddox, B. (2002). “The role of steel in building a better environment.” Proc., IABSE Symp., International Association for Bridge and Structural Engineering, Zurich, Switzerland.
Du, G., and Karoumi, R. (2012). “Life cycle assessment of a railway bridge: Comparison of two superstructure designs.” Struct. Infrastruct. Eng., 9(11), 1–12.
Du, G., Safi, M., Petterson, L., and Karoumi, R. (2014). “Life cycle assessment as a decision support tool for bridge procurement: Environmental impact comparison among five bridge designs.” Int. J. Life Cycle Assess., 19(12), 1948–1964.
Ecoinvent v2.0 [Computer software]. Swiss Centre for Life Cycle Inventories, Zurich, Switzerland.
Ehlen, M. (1997). “Life-cycle costs of new construction materials.” J. Infrastruct. Syst., 129–133.
Ehlen, M. A., and Marshall, H. E. (1996). “The economics of new-technology materials: A case study of FRP bridges decking.”, National Institute of Standards and Technology, Gaithersburg, MD.
Falk, B. (2009). “Wood as a sustainable building material.” Forest Prod. J., 59(9), 6–12.
Freeman, M., Mitchell, J., and Coe, G. A. (2004). “Safety performance of traffic management at major motorway road works.”, U.K.’s Transport Research Laboratory, Wokingham, U.K.
Frenette, C. D., Bulle, C., Beauregard, R., Salenikovich, A., and Derome, D. (2010). “Defining an environmental index to compare light-frame wood wall assemblies using life-cycle assessment.” Proc., 11th World Conf. on Timber Engineering (WCTE 2010), Trees and Timber Institute, National Research Council of Italy, Firenze, Italy.
Gervásio, H., and da Silva, L. S. (2008). “Comparative life-cycle analysis of steel-concrete composite bridges.” Struct. Infrastruct. Eng., 4(4), 251–269.
Gervásio, H. M. S. (2010). “Sustainable design and integral life-cycle analysis of bridges.” Ph.D. thesis, Univ. of Coimbra, Coimbra, Portugal.
Guinée, J., et al. (2001). “Life cycle assessment. An operational guide to the ISO standards.” Ministry of Housing, Spatial Planning and Environment and Centre of Environmental Science, Den Haag and Leiden, Netherlands.
Hammervold, J., Reenaas, M., and Brettebø, H. (2013). “Environmental life cycle assessment of bridges.” J. Bridge Eng., 153–161.
Horvath, A., and Hendrickson, C. (1998). “Steel versus steel-reinforced concrete bridges: Environmental assessment.” J. Infrastruct. Syst., 111–117.
ISO (International Organization for Standardization). (2006a). “Environmental management—Life cycle assessment—Principles and framework.” ISO 14040, Geneva.
ISO (International Organization for Standardization). (2006b). “Environmental management—Life cycle assessment—Requirements and guidelines.” ISO 14044, Geneva.
ISO (International Organization for Standardization). (2008). “Buildings and constructed assets—Service-life planning—Part 5: Life-cycle costing.” ISO 15686-5, Geneva.
Itoh, Y., and Kitagawa, T. (2003). “Using emission quantities in bridge lifecycle analysis.” Eng. Struct., 25(5), 565–577.
Kendall, A., Keoleian, G. A., and Helfand, G. E. (2008). “Integrated life-cycle assessment and life-cycle cost analysis model for concrete bridge deck applications.” J. Infrastruct. Syst., 214–222.
Leonhardt, F. (1983). Bridges: Aesthetics and design, MIT Press, Cambridge, MA.
Martin, A. J. (2004). “Concrete bridges in sustainable development.” Proc. ICE—Eng. Sustainability, 157(4), 219–230.
Mascia, N. T., and Soriano, J. (2004). “Benefits of timber-concrete composite action in rural bridges.” Mater. Struct., 37(2), 122–128.
Maydl, P. (2004). “Sustainable engineering: State-of-the-art and prospects.” Struct. Eng. Int., 14(3), 176–180.
Menke, D. M., Davis, G. A., and Vigon, B. W. (1996). Evaluation of life-cycle assessment tools, Environment Canada, Gatineau, Canada.
Mettem, C. (2003). “Structural timber-concrete composites—Advantages of a little known innovation.” Struct. Eng., 81(4), 17–19.
Nordic ETSI Project. (2012). “Bridge life cycle optimisation.” 〈http://etsi.aalto.fi/Etsi3/〉 (Jan. 2013).
Padgett, J. and Tapia, C. (2013). “Sustainability of natural hazard risk mitigation: Life cycle analysis of environmental indicators for bridge infrastructure.” J. Infrastruct. Syst., 395–408.
Petersen, A. K., and Solberg, B. (2002). “Greenhouse gas emissions, life-cycle inventory and cost-efficiency of using laminated wood instead of steel construction. Case: Beams at Gardermoen airport.” Environ. Sci. Policy, 5(2), 169–182.
Reij, A. W. F., Hordijk, D. A., and Krielaart, G. H. (1995). “High-strength concrete bridge design: A contribution to sustainable development?” IABSE Symp. Rep., International Association for Bridge and Structural Engineering, Zurich, Switzerland.
Rodrigues, J., Dias, A. M. P. G., and Providência, P. (2013). “Timber-concrete composite bridges: State-of-the-art review.” BioResources, 8(4), 6630–6649.
Ryall, M. J. (2010). Bridge management, Elsevier, Oxford, U.K.
Salokangas, L. (2012). “Bridge life cycle optimisation (ETSI project—Stage 3).” Helsinki Univ. of Technology, Helsinki, Finland.
SimaPro LCA v7.1.8 [Computer software]. PRé Consultants, Amersfoort, Netherlands.
Steele, K., Cole, G., Parke, G., Clarke, B., and Harding, J. (2003). “Highway bridges and environment—Sustainable perspectives.” Proc. ICE—Civ. Eng., 156(4), 176–182.
UNEP (United Nations Environment Programme). (2003). “Sustainable building and construction: Facts and figures.” UNEP Ind. Environ., 26(2–3), 5–8.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Feb 10, 2015
Accepted: Feb 10, 2016
Published online: May 20, 2016
Discussion open until: Oct 20, 2016
Published in print: Mar 1, 2017
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.