Effect of Compaction Temperature on Rutting and Moisture Resistance of Foamed Warm-Mix-Asphalt Mixtures

Author:

Xiao Feipeng1,Punith V. S.2,Putman Bradley J.2

Affiliation:

1. Road Engineering Laboratory, Suzhou Univ. of Science and Technology, Suzhou, China (corresponding author).

2. Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. AASHTO. (2001a). “Standard method of test for determining the rutting susceptibility of hot mix asphalt (APA) using the asphalt pavement analyzer (APA).” AASHTO TP 63-09 American Association of State and Highway Transportation Officials Washington DC.

2. AASHTO. (2001b). “Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage.” AASHTO T283 American Association of State and Highway Transportation Officials Washington DC.

3. High temperature properties of rubberized binders containing warm asphalt additives

4. Austerman A. J. Mogawer W. S. and Bonaquist R. (2009). “Evaluating the effects of warm mix asphalt technology additive dosages on the workability and durability of asphalt mixtures containing recycled asphalt pavement.” Proc. 88th Annual Meeting Transportation Research Board Washington DC.

5. Bennert T. Maher A. and Sauber R. (2011). “Influence of production temperature and aggregate moisture content on the initial performance of warm-mix asphalt.” Transportation Research Record 2208 Transportation Research Board Washington DC 97–107.

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