Technical Papers
Dec 21, 2012

Effects of Types and Content of Warm-Mix Additives on CRMA

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 7

Abstract

Studies in recent years have demonstrated that warm-mix asphalt (WMA) additives can effectively reduce the production temperature of crumb-rubber-modified asphalt (CRMA) mixtures without significantly affecting the engineering properties. CRMA pavement mixtures with WMA additives have several environmentally friendly features. However, there is limited research into the influences of different types and content of WMA additives on CRMA properties. In this paper, CRMA was created by mixing an asphalt binder with crumb rubber powder of 40 mesh size and 18% by mass of the asphalt. Various application rates of two different WMA additives, Sasobit and Evotherm, were added into the CRMA. CRMA with and without WMA additives were tested for high-temperature behavior, low-temperature behavior, temperature sensitivity, and fatigue resistance properties. Test results indicate that the types and content of WMA additives have a significant impact on various properties of CRMA. Based on the test results, the optimal type and content of WMA additives may be chosen for CRMA pavement mixtures in different environmental conditions.

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Acknowledgments

This research is supported by the science and technology project of the Jiangsu Provincial Communications Dept. (project no. SBK201120606). The writers would like to express thanks to the Jiangsu Provincial Communications Dept., Wenhao Sun, and Jiantao Wu.

References

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Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 7July 2013
Pages: 939 - 945

History

Received: Jul 3, 2012
Accepted: Dec 19, 2012
Published online: Dec 21, 2012
Published in print: Jul 1, 2013

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Authors

Affiliations

Xin Yu
Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, P.R. China.
Yuhong Wang [email protected]
P.E.
Assistant Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, HKSAR, China (corresponding author). E-mail: [email protected]
Yilin Luo
Research Assistant, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

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