Performance of Polymer-Modified Asphalt-Aggregate Mixtures in Alaska

Author:

Zubeck Hannele1,Raad Lutfi2,Saboundjian Stephan3,Minassian George4,Ryer John5

Affiliation:

1. Assistant Professor of Civil Engineering, Univ. of Alaska—Anchorage, Anchorage, AK 99504.

2. Professor of Civil Engineering and Director, Transportation Research Center, Institute of Northern Engineering, Univ. of Alaska—Fairbanks, Fairbanks, AK 99701.

3. Implementation Engineer, Dept. of Transportation and Public Facilities Construction Section, Fairbanks, AK 99701.

4. Graduate Research Assistant, Univ. of Alaska—Fairbanks, Fairbanks, AK 99701.

5. Quality Assurance Engineer, State of Alaska, Dept. of Transportation and Public Facilities Construction Section, Fairbanks, AK 99701.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1996). “Standard practice for grading or verifying the performance grade of an asphalt binder.” Ed. 1-B PP6-93 Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (1997). “Standard specifications for transportation materials and methods of sampling and testing.” Ed. 18 Part II Tests T 245 Washington D.C.

3. American Association of State Highway and Transportation Officials (AASHTO)-AGC-ARTBA. (1992). “Guide specifications: Polymer-modified asphalt.” Task Force 31 Rep. Joint Committee Subcommittee on New Highway Materials Washington D.C.

4. Asphalt Institute. (n.d.). “Superpave Level 1 mix design.” Superpave Series No. 2 SP-2 .

5. Breuer J. U. (1988). “Storage stability test—Homogeneity test for hot stored polymer modified binder.” Proc. RILEM Residential Seminar Cachan Cedex France 83.

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