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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 104
PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 286
Evaluating Environmental Impacts of an Old Metallic Railway Bridge using LCA H.Y. Lee, B. Imam, J. Sadhukhan and M.K. Chryssanthopoulos
Department of Civil and Environmental Engineering, University of Surrey, Guildford, United Kingdom H.Y. Lee, B. Imam, J. Sadhukhan, M.K. Chryssanthopoulos, "Evaluating Environmental Impacts of an Old Metallic Railway Bridge using LCA", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 286, 2014. doi:10.4203/ccp.104.286
Keywords: life cycle assessment, metallic railway bridge, deck reconstruction, deck strengthening, painting, environmental impact, bridge maintenance.
Summary
For the past decade, the life cycle assessment (LCA) technique is increasingly
applied in railway infrastructure for assessing environmental impacts. However, its
application for old metallic railway bridges is still at its early development, despite
their significant presence in the Europe network. The aim of this paper is to present
a LCA study to assess the potential environmental impact arising from typical
maintenance interventions carried out within the service life of an old metallic
railway girder bridge, which is the most common form of construction within
Europe. The investigated maintenance actions are: deck strengthening using steel
plating, deck reconstruction by replacing the existing bridge superstructure with a
new girder deck and recurring painting of the bridge. A LCA model is developed to
assess the environmental impact of the above interventions over a service period of
60 year of the bridge. In addition, the most adverse activities for each intervention
are identified and evaluated to determine the maintenance actions that produce the
most significant environmental impacts. A case study, using a typical UK bridge, is
presented to illustrate the methodology developed.
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