How to Construct an Asphalt Binder Master Curve and Assess the Degree of Blending between RAP and Virgin Binders

Author:

Booshehrian Abbas1,Mogawer Walaa S.2,Bonaquist Ramon3

Affiliation:

1. Graduate Research Assistant, Civil and Environmental Engineering Dept., Highway Sustainability Research Center (HSRC), Univ. of Massachusetts Dartmouth, 151 Martine St. Room 124, Fall River, MA 02723.

2. Civil and Environmental Engineering Dept., Highway Sustainability Research Center (HSRC), Univ. of Massachusetts Dartmouth, 151 Martine St. Room 131, Fall River, MA 02723 (corresponding author).

3. Advanced Asphalt Technologies, LLC, 108 Powers Ct. Suite 100, Sterling, VA 20166.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. AASHTO. (2011). “Grading or verifying the performance grade of an asphalt binder.” R29 Washington DC.

2. AASHTO. (2011). “Standard specification for performance-graded asphalt binder.” M320 Washington DC.

3. AASHTO. (2011a). “Determining the rehological properties of asphalt binder using dynamic shear rheometer.” T315 Washington DC.

4. AASHTO. (2011b). “Determining the flexural creep stiffness of asphalt binder using the bending beam rheometer.” 313 Washington DC.

5. AASHTO. (2011c). “Developing dynamic modulus master curves for hot mix asphalt (HMA) using the asphalt mixture performance tester (AMPT).” PP61 Washington DC.

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