The Impact of Climate Change on Pavement Temperatures and Asphalt Binder Grade Selection in Estonia Based on Different Climate Change Scenarios
DOI:
https://doi.org/10.7250/bjrbe.2025-20.655Keywords:
asphalt binder, climate change, pavement temperatures, performance grading, SuperpaveAbstract
This paper examines the impact of climate change on asphalt pavement temperatures and Superpave asphalt binder Performance Grade (PG) selection in Estonia. Pavement temperatures were estimated using statistical-empirical pavement temperature prediction models tailored for Estonian conditions. The impact of climate change on pavement temperatures was assessed based on the latest climate change models, assuming three different climate change scenarios for the near, medium and long terms. Projected changes reflect warming trends, with both coastal and mainland areas experiencing substantial shifts in binder grades. Asphalt binder low temperature PG grades are more significantly influenced by climate change, leading to narrower pavement temperature ranges in the region.
References
Adams, C. K., & Holmgreen, R. J. (1986). Asphalt properties and pavement performance. Texas A&M University.
Asphalt Institute. (2011). The asphalt binder handbook. Manual series No. 26 (MS-26).
CEN. (2009). EN 12591:2009. Bitumen and bituminous binders – Specifications for paving grade bitumens.
CEN. (2010). EN 14023:2010. Bitumen and bituminous binders – Framework specification for polymer modified bitumens.
Estonian Environmental Agency. (2021). Eesti Meteoroloogia Aastaraamat (in Estonian).
Eyring, V., Bony, S., Meehl, G. A., Senior, C. A., Stevens, B., Stouffer, R. J., & Taylor, K. E. (2016). Overview of the coupled model intercomparison project Phase 6 (CMIP6) experimental design and organization. Geoscientific Model Development, 9(5), 1937–1958. https://doi.org/10.5194/gmd-9-1937-2016 DOI: https://doi.org/10.5194/gmd-9-1937-2016
FHWA. (2015). Climate change adaptation for pavements, FHWA-HIF-15-015.
Hesp, S. A. M., Soleimani, A., Subramani, S., Phillips, T., Smith, D., Marks, P., & Tam, K. K. (2009). Asphalt pavement cracking: Analysis of extraordinary life cycle variability in eastern and northeastern Ontario. International Journal of Pavement Engineering, 10(3), 209–227. https://doi.org/10.1080/10298430802343169 DOI: https://doi.org/10.1080/10298430802343169
Kennedy, T. W., Huber, G. A., Harrigan, E. T., Cominsky, R. J., Hughes, C. S., Quintus, H. V., & Moulthrop, J. S. (1994). Superior performing asphalt pavements (Superpave): The product of the SHRP asphalt research program. Strategic Highway Research Program, National Research Council.
Kontson, K., Lill, K., & Aavik, A. (2023). Superpave pavement design temperatures in Estonia. Baltic Journal of Road and Bridge Engineering, 18(2), 190–204. https://doi.org/10.7250/bjrbe.2023-18.603 DOI: https://doi.org/10.7250/bjrbe.2023-18.603
Kontson, K., Lill, K., & Aavik, A. (2024). Statistical-empirical pavement temperature prediction models based on data from road weather stations in Estonia. In Road Materials and Pavement Design. Taylor and Francis Ltd. https://doi.org/10.1080/14680629.2024.2415347 DOI: https://doi.org/10.1080/14680629.2024.2415347
Krinner, G. et al. (2023). Climate Change 2023: Synthesis Report, Summary for Policymakers. Contribution of Working Groups I, II and III to the Sixth Assessment Report of the Intergovernmental Panel on Climate Change [Core Writing Team, H. Lee and J. Romero (eds.)]. IPCC, Geneva, Switzerland. https://doi.org/10.59327/IPCC/AR6-9789291691647.001
Lill, K., Khan, A. N., Kontson, K., & Hesp, S. A. M. (2020a). Comparison of performance-based specification properties for asphalt binders sourced from around the world. Construction and Building Materials, 261, Article 120552. https://doi.org/10.1016/j.conbuildmat.2020.120552 DOI: https://doi.org/10.1016/j.conbuildmat.2020.120552
Lill, K., Kontson, K., Khan, A., & Hesp, S. A. M. (2020b). Comparison of physical and oxidative aging tendencies for Canadian and Northern European asphalt binders. 64th Canadian Technical Asphalt Association Annual Conference. https://www.ctaa.ca/download/abstracts-2019/Abstract-2019-020-Lill.pdf
Mohseni, A. (1998). LTPP seasonal asphalt concrete (AC) pavement temperature models. https://rosap.ntl.bts.gov/view/dot/40378
Myers, T. A., Maibach, E., Peters, E., & Leiserowitz, A. (2015). Simple messages help set the record straight about scientific agreement on human-caused climate change: The results of two experiments. PLOS ONE, 10(3), Article e0120985. https://doi.org/10.1371/journal.pone.0120985 DOI: https://doi.org/10.1371/journal.pone.0120985
Petersen, J. C., Robertson, R. E., Branthaver, J. F., Harnsberger, P. M., Duvall, J. J., Kim, S. S., Anderson, D. A., Christiansen, D. W., & Bahia, H. U. (1993). Binder characterization and evaluation, Volume 1. Strategic Highway Research Program, National Research Council.
Pörtner, H.-O., Roberts, D. C., Tignor, M., Poloczanska, E. S., Mitnenbeck, K., Alegria, A., Craig, M., Langsdorf, S., Löschke, S., Möller, V., Okem, A., & Rama, B. (2022). IPCC, 2022: Climate change 2022: Impacts, adaptation and vulnerability. Cambridge University Press. https://doi.org/10.1017/9781009325844
Ripple, W. J., Wolf, C., Gregg, J. W., Rockström, J., Mann, M. E., Oreskes, N., Lenton, T. M., Rahmstorf, S., Newsome, T. M., Xu, C., Svenning, J.-C., Pereira, C. C., Law, B. E., & Crowther, T. W. (2024). The 2024 state of the climate report: Perilous times on planet Earth. BioScience, 74(12), 812–824. https://doi.org/10.1093/biosci/biae087 DOI: https://doi.org/10.1093/biosci/biae087
Scafetta, N. (2024). Impacts and risks of “realistic” global warming projections for the 21st century. Geoscience Frontiers, 15(2), Article 101774. https://doi.org/10.1016/j.gsf.2023.101774 DOI: https://doi.org/10.1016/j.gsf.2023.101774
Swarna, S. T., Hossain, K., & Bernier, A. (2023). Pavement temperature model for Canadian asphalt binder selection: Introduction to the CPT model. Road Materials and Pavement Design, 24(3), 776–794. https://doi.org/10.1080/14680629.2022.2044892 DOI: https://doi.org/10.1080/14680629.2022.2044892
Underwood, B. S., Guido, Z., Gudipudi, P., & Feinberg, Y. (2017). Increased costs to US pavement infrastructure from future temperature rise. Nature Climate Change, 7(10), 704–707. https://doi.org/10.1038/nclimate3390 DOI: https://doi.org/10.1038/nclimate3390
van Vuuren, D. P., & Carter, T. R. (2014). Climate and socio-economic scenarios for climate change research and assessment: reconciling the new with the old. Climatic Change, 122(3), 415–429. https://doi.org/10.1007/s10584-013-0974-2 DOI: https://doi.org/10.1007/s10584-013-0974-2
van Vuuren, D. et al. (2021). The 2021 SSP scenarios of the IMAGE 3.2 model, EarthArXiv. https://doi.org/10.31223/X5CG92 DOI: https://doi.org/10.31223/X5CG92
Yee, P., Aida, B., Hesp, S. A. M., Marks, P., & Tam, K. K. (2006). Analysis of premature low-temperature cracking in three Ontario, Canada, pavements. Transportation Research Record, 1962(1), 44–51. https://doi.org/10.3141/1962-06 DOI: https://doi.org/10.1177/0361198106196200106
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Copyright (c) 2025 Karli Kontson, Kristjan Lill, Dr. Artu Ellmann, Dr. Andrus Aavik (Author)

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