Correlating the Asphalt-Binder MSCR Test Results to the HMA HWTT and Field Rutting Performance

Author:

Walubita Lubinda F.1,Ling Meng2,Pianeta Lorena M. Rico3ORCID,Fuentes Luis4ORCID,Komba Julius J.5ORCID,Mabrouk Gamal M.6ORCID

Affiliation:

1. Research Scientist, Texas A&M Transportation Institute (TTI), Texas A&M Univ. System, College Station, TX 77843.

2. Associate Transportation Researcher, Texas A&M Transportation Institute (TTI), Texas A&M Univ. System, College Station, TX 77843 (corresponding author).

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Universidad del Norte, Kilómetro 5 Vía, Barranquilla, Colombia. ORCID: .

4. Chair, Dept. of Civil and Environmental Engineering, Universidad del Norte, Kilómetro 5 Vía, Barranquilla, Colombia. ORCID: .

5. Senior Research Engineer, Council for Scientific and Industrial Research (CSIR), Univ. of Pretoria, Pretoria 0001, South Africa. ORCID: .

6. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, San Antonio, TX 78249. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference46 articles.

1. Anderson M. and J. Bukoski. 2012. “Using the multiple-stress creep recovery (MSCR).” In Proc. North Central Asphalt User Producer Group Meet. West Lafayette IN: North Central Superpave Center.

2. Development of a Pavement Rutting Model from Experimental Data

3. Arshadi, A. 2013. Importance of asphalt binder properties on rut resistance of asphalt mixture. Waterloo, ON: Univ. of Wisconsin-Madison.

4. Strategic highway research program binder rheological parameters: Background and comparison with conventional properties;Bahia H. U.;Transp. Res. Rec.,1995

5. Bahia, H. U., D. I. Hanson, M. Zeng, H. Zhai, M. A. Khatri, and R. Anderson. 2001. Characterization of modified asphalt binders in Superpave mix design. Washington, DC: National Academy Press.

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