Abstract
Purpose
There are methodological questions concerning life cycle assessment (LCA) and carbon footprint evaluation of road pavements, including allocation among co-products or at end-of-life (EOL) recycling. While the development and adoption of a standard methodology for road pavement LCA would assist in transparency and decision making, the impact of the chosen method on the results has not yet been fully explored.
Methods
This paper examines the methodological choices made in UK PAS 2050 and asphalt Pavement Embodied Carbon Tool (asPECT), and reviews the allocation methods available to conduct road pavement LCA. A case study of a UK inter-urban road construction (cradle-to-laid) is presented to indicate the impact of allocation amongst co-products (bitumen and blast furnace slag); a typical UK asphalt production (cradle-to-gate) is modelled to show the influence of allocation at EOL recycling.
Results and discussion
Allocation based on mass is found to consistently lead to the highest figures in all impact categories, believed to be typical for construction materials. Changing from industry chosen allocation methods (Eurobitume, asPECT) to 100 % mass or economic allocation leads to changes in results, which vary across impact categories. This study illustrates how the allocation methods for EOL recycling affect the inventory of a unit process (asphalt production).
Conclusions and recommendations
Sensitivity analysis helps to understand the impact of chosen allocation method and boundary setting on LCA results. This initial work suggests that economic allocation to co-products used as secondary pavement materials may be more appropriate than mass allocation. Allocation at EOL recycling by a substitution method may remain most appropriate, even where the balance of credits between producers and users may be hampered by an inability to confidently predict future recycling rates and methods. In developing sector-specific guidelines, further sensitivity checks are recommended, such as for alternative materials and traffic management during maintenance.
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Notes
EAF: electric arc furnace; BF: blast furnace; BOF: basic oxygen furnace.
OGV: other goods vehicle (OGV1: 2/3-axle rigid, OGV2: all other OGVs); PSV: public service vehicle; DBM: dense bitumen macadam; HRA: hot rolled asphalt.
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Acknowledgments
This study was partly funded from an Engineering and Physical Sciences Research Council (EPSRC) Platform Grant in Pavement and Railtrack Engineering and the Road Surface Treatment Association. The authors would like to thank staff at Lincolnshire County Council for providing data for the case study.
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Huang, Y., Spray, A. & Parry, T. Sensitivity analysis of methodological choices in road pavement LCA. Int J Life Cycle Assess 18, 93–101 (2013). https://doi.org/10.1007/s11367-012-0450-7
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DOI: https://doi.org/10.1007/s11367-012-0450-7