Laboratory Evaluation of Sasobit-Modified Warm-Mix Asphalt for Alaskan Conditions

Author:

Liu Juanyu12345,Saboundjian Stephan12345,Li Peng12345,Connor Billy12345,Brunette Bruce12345

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alaska, Fairbanks, AK 99775-5900 (corresponding author).

2. Statewide Pavement Engineer, Alaska Department of Transportation and Public Facilities, 5800 E Tudor Rd., Anchorage, AK 99507.

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alaska, Fairbanks, AK 99775-5900.

4. Director, Alaska Univ. Transportation Center, Univ. of Alaska, Fairbanks, AK 99775-5900.

5. Southeast Regional Materials Engineer, Alaska Dept. of Transportation and Public Facilities, P.O. Box 112506, Juneau, AK 99811-2506.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference32 articles.

1. Austerman A. J. Mogawer W. S. and Bonaquist R. (2009). “Evaluating effects of warm-mix asphalt technology additive dosages on workability and durability of asphalt mixtures containing recycled asphalt pavement.” Proc. Transportation Research Board 88th Annual Meeting Paper No. 09-1279 Washington DC.

2. Midrange Temperature Rheological Properties of Warm Asphalt Binders

3. Bonaquist R. (2008). “Refining the simple performance tester for use in routine practice.” NCHRP Rep. No. 614 Transportation Research Board Washington DC.

4. 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.

5. Chowdhury A. and Button J. (2008). “A review of warm mix asphalt.” Rep. No. SWUTC/08/473700-00080-1 Texas Transportation Institute College Station TX.

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