Stiffness of High-RAP Asphalt Mixtures: Virginia’s Experience-Reference-Cited by-同舟云学术

Stiffness of High-RAP Asphalt Mixtures: Virginia’s Experience

Published:2013-06 Issue:6 Volume:25 Page:747-754
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Apeagyei Alex K.¹,Clark Trenton M.²,Rorrer Todd M.³

Affiliation:

1. Research Fellow, Nottingham Transportation Engineering Centre, Univ. of Nottingham, Nottingham NG7 2RD, UK; formerly, Research Scientist, Virginia Center for Transportation Innovation and Research, Charlottesville, VA (corresponding author).

2. Director of Engineering, Virginia Asphalt Association, 6900 Patterson Ave., Richmond, VA 23226.

3. Assistant Asphalt Program Manager, Virginia Dept. of Transportation, 1401E Broad St., Richmond, VA 23219.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000543

Reference17 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2006). “Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR).” T315-06 Washington DC.

2. American Association of State Highway and Transportation Officials (AASHTO). (2008a). “Standard test method for quantitative extraction of bitumen from bituminous paving mixtures.” T164-08 Washington DC.

3. American Association of State Highway and Transportation Officials (AASHTO). (2008b). “Standard practice for grading or verifying the performance grade of an asphalt binder.” R 29-08 Washington DC.

4. American Association of State Highway and Transportation Officials (AASHTO). (2009). “Standard method of test for recovery of asphalt from solution by abson method.” T170-00 Washington DC.

5. Rutting as a Function of Dynamic Modulus and Gradation

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