Climate change impacts on flexible pavement design and rehabilitation practices

Author(s):  
Katie E. Haslett ◽  
Jayne F. Knott ◽  
Anne M. K. Stoner ◽  
Jo E. Sias ◽  
Eshan V. Dave ◽  
...  
2016 ◽  
Vol 43 (4) ◽  
pp. 312-319 ◽  
Author(s):  
Jean-Pascal Bilodeau ◽  
Guy Doré ◽  
François Perron Drolet ◽  
Diane Chaumont

In cold regions, climate affects flexible pavement performance, such as frost heave. In the context of a changing climate, air freezing index can no longer be considered as fixed for pavement design. Climate simulations were performed for Quebec conditions to determine the evolution of the air freezing index over the coming decades. Using a relationship between average frost heave and the yearly roughness deterioration rate and a proposed method to consider decreasing air freezing index, the effect of climate change was quantified with respect to the 1971–2000 conditions. Thinner pavement structures are obtained with the calculation approach, and its effect was quantified in terms of materials and pavement life. It was shown that a reduction of 100 mm could be considered for pavements built on frost sensitive soils. In addition, the proposed method showed an increase of pavement life, quantified with roughness, for most of the cases considered.


Author(s):  
Anne M. K. Stoner ◽  
Jo Sias Daniel ◽  
Jennifer M. Jacobs ◽  
Katharine Hayhoe ◽  
Ian Scott-Fleming

Flexible pavement design requires considering a variety of factors including the materials used, variations in water tables, traffic levels, and the climatic conditions the road will experience over its lifetime. Most pavement designs are based on historical climate variables such as temperature and precipitation that are already changing across much of the United States, and do not reflect projected trends. As pavements are typically designed to last 20 years or more, designs that do not account for current and future trends can result in reduced performance. However, incorporating climate projections into pavement design is not a trivial exercise. Significant mismatches in both spatial and temporal scale challenge the integration of the latest global climate model simulations into pavement models. This study provides a national-level overview of what the impact of climate change to flexible pavement could look like, and where regional focus should be placed. It also demonstrates a new approach to developing high-resolution spatial and temporal projections that generates hourly information at the scale of individual weather stations, and applies this as input to the AASHTOWare Pavement ME Design™ model. The impact of three different future climates on pavement performance and time to reach failure thresholds in 24 locations across the United States are quantified. Changes to projected pavement performance differ by location, but nearly all result in decreased performance under current design standards. The largest increases in distress are observed for permanent deformation measures, especially toward the end of the century under greater increases in temperature.


2009 ◽  
Vol 135 (10) ◽  
pp. 773-782 ◽  
Author(s):  
Brian N. Mills ◽  
Susan L. Tighe ◽  
Jean Andrey ◽  
James T. Smith ◽  
Ken Huen

2019 ◽  
Author(s):  
International Food Policy Research Institute (IFPRI)

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