Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/55919
Title: Evolution and locational variation of asphalt binder aging in long-life hot-mix asphalt pavements
Authors: Wang, Y 
Wen, Y
Zhao, K
Chong, D
Wong, AST
Keywords: Asphalt
Long-life pavement
Perpetual pavement
Aging
Mechanistic–empirical pavement design
Issue Date: 2014
Publisher: Elsevier
Source: Construction and building materials, 2014, v. 68, p. 172-182 How to cite?
Journal: Construction and building materials 
Abstract: Understanding asphalt binder aging in long-life hot-mix asphalt (HMA) pavements is critically important for rational pavement design and construction practice. Using binder test data obtained at various times from a heavily trafficked 36-year-old HMA road pavement, the study examined the evolution of binder aging as well as variations in aging severity with pavement depth and cross-sectional location. Asphalt consistency, ductility, and temperature sensitivity were the parameters used to assess the status and the effects of binder aging. The influence of binder aging on the dynamic modulus (E∗) of asphalt concrete (AC) was also examined. It was found that asphalt binders continuously and severely age over time, irrespective of location in the pavement structure. This finding differs from the long-held HMA pavement design assumption. Test data also revealed that mixture type and pavement depth have statistically significant effects on binder aging, but the effect of cross-sectional location (wheel path vs. non-wheel path) is insignificant. Binder aging variations with pavement depth can be attributed to the temperature and oxygen content variations in the pavement structure. The age hardening of asphalt binder leads to an increase in E∗. This inevitably affects the load-induced response of the pavement and its durability. The findings are expected to assist in improving the design of long-life flexible pavements based on mechanistic–empirical principles.
URI: http://hdl.handle.net/10397/55919
ISSN: 0950-0618
DOI: 10.1016/j.conbuildmat.2014.05.091
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