Field Evaluation of Warm-Mix Asphalt Technologies

Author:

Sargand Shad1,Nazzal Munir D.2,Al-Rawashdeh Abdalla3,Powers David4

Affiliation:

1. Russ Professor, Civil Engineering Dept., Ohio Univ., Athens, OH 45701.

2. Assistant Professor, Civil Engineering Dept., Ohio Univ., Athens, OH 45701 (corresponding author).

3. Graduate Research Assistant, Civil Engineering Dept., Ohio Univ., Athens, OH 45701.

4. Asphalt Materials Engineer, Ohio Dept. of Transportation, Columbus, OH 43223.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. AASHTO T283. (2007). Standard Method of Test for Resistance of Compacted HMA to Moisture-Induced Damage American Association of State Highway and Transportation Officials.

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

3. Barthel W. Marchand J.-P. and Devivere M. V. (2004). “Warm asphalt mixes by adding a synthetic zeolite.” Proc. Eurasphalt & Eurobitume Congress Eurasphalt & Eurobitume Congress Vienna.

4. Bennert T. Reinke G. Mogawer W. and Mooney K. (2010). “Assessment of workability/compactability of warm mix asphalt.” 89th Transportation Research Board Annual Meeting Transportation Research Board Washington DC.

5. Button J. W. Estakhri C. and Wimsatt A. (2007). “A synthesis of warm-mix asphalt.” Rep. No. FHWA/TX-07/0-5597-1 Texas Transportation Institute College Station TX.

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