Evaluation of long-term oven aging protocols on field cracking performance of asphalt binders containing reclaimed asphaltic materials (RAP/RAS)

Author:

Moraes Raquel1,Yin Fan1,Chen Chen1,Andriescu Adrian2,Mensching David J.3,Tran Nam1

Affiliation:

1. National Center for Asphalt Technology, Auburn, AL, USA

2. Binder and Mix Laboratory, Turner-Fairbank Highway Research Center, SES Group & Associates, LLC, McLean, VA, USA

3. Asphalt Materials Research Program Manager, Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, VA, USA

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Reference22 articles.

1. Anderson, D., Christensen, D. W., Bahia, H., Dongre, R., Sharma, M. G., Antle, C. E., & Button, J. (1994). ). Shrp A-369: Binder characterization and evaluation - Volume 3 Physical characterization. Strategic Highway Research Program, National Research Council.

2. Evaluation of the relationship between asphalt binder properties and Non-load related cracking;Anderson M.;Journal of the Association of Asphalt Paving Technologists,2011

3. Bell, C. A., Wieder, A. J., & Fellin, M. J. (1994). Laboratory aging of asphalt-aggregate mixtures: Field validation. SHRP-A-390.

4. Mix Design Practices for Warm-Mix Asphalt

5. Chen C. (2020). Validation of laboratory cracking tests for field top-down cracking performance. Doctoral dissertation Auburn University Auburn Alabama.

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