Environmental Life Cycle Assessment of Bridges
Publication: Journal of Bridge Engineering
Volume 18, Issue 2
Abstract
This paper presents a detailed comparative environmental life cycle assessment (LCA) case study of three built bridges in Norway. To encompass a wide scale of bridge designs, the analysis dealt with a steel box girder bridge, a concrete box girder bridge, and a wooden arch bridge. This study presents the first LCA of road bridges using a standardized bridge classification. The LCA includes a wide range of pollutants and a high level of detail in life cycle material and energy consumption. Findings here and from earlier LCAs on bridges are together used as bases for general recommendations on conducting LCAs on bridges. The study shows that it is the production of materials for the main load-carrying systems (i.e., the bridge superstructure) and the abutments that accounts for the main share of the environmental impacts, as these parts require large quantities of materials, with a limited number of materials being the important ones. The construction phase accounts for relatively fewer impacts. The use phase contributes more significantly, mainly because of resurfacing with asphalt. Use of building equipment and transport of personnel in all the life cycle phases are of minor importance, as are the use of formwork, mastic, blasting, and the end-of-life incineration of wood. The environmental issues of global warming, abiotic depletion, and acidification are found to be the most important given the assumptions made in this study. A comparison of the three bridges shows that the concrete bridge alternative performs best environmentally on the whole, but when it comes to global warming, the wooden bridge is better than the other two. The results support the idea that it is possible to decide upon environmentally effective design alternatives, at a fair level of accuracy, at different stages of the bridge design process, a target that is now becoming more and more emphasized in the bridge-engineering sector.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was carried out as part of the Nordic research project “Life cycle optimisation of bridges” (ETSI), with funding from the national road administrations in Finland, Sweden, Denmark, and Norway, with the aim of developing state-of-the-art methods for LCA and optimized design of bridge cost, environmental performance, and aesthetics. The authors wish to thank all colleagues in the ETSI project for valuable input to the research, particularly Mr. Otto Kleppe and Mr. Jan Ove Nygård with the Norwegian Public Road Administration for numerous discussions and empirical data input.
References
Bouhaya, L., et al. (2009). “Simplified environmental study on innovative bridge structure.” Environ. Sci. Technol., 43(6), 2066–2071.
Brattebø, H., et al. (2009). “BridgeLCA.” 〈http://www.tkk.fi/Yksikot/Silta/Etsiwww3/index.html〉 (Aug. 5, 2010).
BridgeLCA [Computer software]. Aalto, Finland, ETSI.
Collings, D. (2006). “An environmental comparison of bridge forms.” Bridge Eng., 159(4), 163–168.
Ecoinvent. (2008). “Ecoinvent database v2.01.” Swiss Centre for Life Cycle Inventories, St-Gallen, Switzerland.
EPA. (2010). “Environmentally preferable purchasing.” 〈http://www.epa.gov/opptintr/epp/〉 (Sep. 10, 2010).
Gervásio, H., and da Silva, L. S. (2008). “Comparative life cycle analysis of steel-concrete composite bridges.” Struct. Infrastruct. Eng., 4(4), 251–269.
Horvath, A., and Hendrickson, C. (1998). “Steel versus steel-reinforced concrete bridges: Environmental assessment.” J. Infrastruct. Syst., 4(3), 111–117.
Huijbregts, M. A. J., et al. (2003). “Normalisation figures for environmental life cycle assessment: The Netherlands (1997/1998), Western Europe (1995) and the world (1990 and 1995).” J. Clean. Prod., 11(7), 737–748.
Institute of Environmental Sciences (CML). (2001). “University of Leiden, Institute of Environmental Sciences.” 〈http://www.leidenuniv.nl〉 (Dec. 14, 2007).
Itoh, Y., and Kitagawa, T. (2003). “Using CO2 emission quantities in bridge lifecycle analysis.” Eng. Struct., 25(5), 565–577.
Keoleian, G. A., et al. (2005). “Life cycle modeling of concrete bridge design: Comparison of engineered cementitious composite link slabs and conventional steel expansion joints.” J. Infrastruct. Syst., 11(1), 51–60.
Martin, A. J. (2004). “Concrete bridges in sustainable development.” Proc. ICE, Eng. Sustain., 157(4), 219–230.
MATLAB [Computer software]. Natick, MA, MathWorks.
MOTIV [Computer software]. Oslo, Norway, Norwegian Public Roads Administration.
Salokangas, L. (2010). “ETSI Project Stage III (2009–2011).” 〈http://www.tkk.fi/Yksikot/Silta/Etsiwww3/index.html〉 (Aug. 5, 2010).
SimaPro 7.1.5 [Computer software]. Amersfoort, Netherlands, PRéConsultants.
Steele, K., et al. (2003). “Highway bridges and environment—Sustainable perspectives.” Proc. ICE, Civ. Eng., 156(4), 176–182.
Stensvold, B. (2003). “MOTIV Kostnadsmodell for drift og vedlikehold av bruer og ferjekaier.” Rep. 2003-06 BRU, Norwegian Public Roads Administration, Oslo, Norway.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Feb 2, 2011
Accepted: Oct 20, 2011
Published online: Oct 24, 2011
Published in print: Feb 1, 2013
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.