Climate change and asphalt binder selection across ontario: A quantitative analysis towards the end of the century. (26th December 2022)

• Record Type: Journal Article
• Authors: Basit, Abdul; Shafiee, Mohammad; Bashir, Rashid; Perras, Matthew A.
• Is Part Of: Construction & building materials. Volume 361(2022)
• Publication Date: 2022-12-26
• Subjects: Climate change -- Performance graded asphalt cements -- Long-term pavement performance; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2022.129682
• Languages: English
• ISSNs: 0950-0618

Abstract

Abstract: The climate across the world and especially across Canada is becoming warmer. Recent research suggests that, on average, past and projected warming in Canada are about twice those of global values. As part of the Superpave Mix design system, Performance Grade (PG) of the asphalt binder is selected based on historical climatic conditions in relation to the expected in-service temperature spectrum of the pavement surface. Given the effects of climate change, it is important to ascertain how projected ambient conditions may impact pavement surface temperatures and therefore the suitable PG towards more durable and resilient pavement construction in the future. In this study, new regression models, to predict pavement surface temperatures, were developed using air temperatures and latitude of a site. These models were developed to determine the relationships between asphalt pavement surface temperature and ambient weather data from weather stations within the Ontario Ministry of Transportation's Road Weather Information System (RWIS). The developed models were used to predict the pavement temperatures for future climate data from different Global Circulation Models (GCMs) and Representative Concentration Pathways (RCPs), and the results were compared with that of latest Long-Term Pavement Performance (LTPP) models. According to the results of this study, based on the scale of the expected warming, changes in the asphalt binder grades across Ontario are expected in the future. The results of this study also suggest that different types of PGs including 52–34, 58–28, 64–28and 70–22 may need to be adopted by the end-century. This study provides practical recommendations that road authorities and planners may use to adapt paving materials to changing temperature conditions. Highlights: The climate is changing, and the combined surface, air and sea surface temperatures are increasing. The asphalt PG is selected based on historical climatic conditions in relation to the expected in-service temperature spectrum of the pavement surface. It is important to ascertain how projected ambient conditions may impact asphalt PG selection towards more durable and resilient pavement construction. The results of this study suggest that, based on the scale of the expected warming, changes in the asphalt PG across Ontario are expected in the future.