Effects of Extended Short-Term Aging Duration on Asphalt Binder Behaviour at High Temperatures

Authors

  • Meor Othman Hamzah School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal, Seberang Perai Selatan, Penang, 14300, Malaysia
  • Seyed Reza Omranian School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal, Seberang Perai Selatan, Penang, 14300, Malaysia

DOI:

https://doi.org/10.3846/bjrbe.2016.35

Keywords:

aging, asphalt binder, Response Surface Method, rotational viscometer, viscosity.

Abstract

Many factors affecting pavement performance include variations in binder composition and environmental conditions during asphalt mixture production. Hence, predicting pavement performance is a difficult task. This paper aims to investigate the effects of short term aging on binder viscosity at high temperature. In order to predict the effects of short term aging on the asphalt binder viscosity at high temperatures, a Response Surface Method was performed on the Rotational Viscometer test results. An experimental matrix was planned based on the central composite design for aging duration and test temperature. The test results showed that aging increased the binder viscosity, while increasing test temperature decreased the corresponding value. However, aging effects differ and depend on binder types, test temperatures and aging conditions. It was also found that the Response Surface Method is a fast, effective and reliable method to predict the effects of aging on binder viscosity behaviour at high temperatures.

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Published

27.12.2016

How to Cite

Hamzah, M. O., & Omranian, S. R. (2016). Effects of Extended Short-Term Aging Duration on Asphalt Binder Behaviour at High Temperatures. The Baltic Journal of Road and Bridge Engineering, 11(4), 302–312. https://doi.org/10.3846/bjrbe.2016.35