Evaluation of Rutting and Stripping Potential of WMA with Different Additives

Author:

Bairgi Biswajit K.123,Syed Ivan A.123,Tarefder Rafiqul A.123

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131.

2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131.

3. Professor, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131.

Publisher

American Society of Civil Engineers

Reference26 articles.

1. AASHTO. (2016). "Sampling of Hot Mix Asphalt Paving Mixtures" AASHTO T 168 Specification.

2. Anderson R. M. Baumgardner G. May R. and Reinke G. (2008). "NCHRP 9-47: Interim Report: Engineering Properties Emissions and Field Performance of Warm Mix Asphalt Technologies". National Highway Research Council Washington D.C.

3. Arega Z. and Bhasin A. (2012). "Interim Report: Binder Rheology and Performance in Warm Mix Asphalt " Report No. FHWA/TX-12-0-6591-2.

4. Bairgi B. K. (2015). "Viability assessment of the use of ground tire rubber in asphalt pavements " M. Sc. Thesis Arkansas State University.

5. Bonaquist Ramon Francis. Mix design practices for warm mix asphalt. Vol. 691. Transportation Research Board 2011.

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