Investigation on the cooling medium effect in the characterization of asphalt binder with the bending beam rheometer (BBR)

Author:

Cannone Falchetto Augusto1,Moon Ki Hoon2,Wang Di1,Riccardi Chiara1

Affiliation:

1. Technische Universität Braunschweig, Department of Civil Engineering (ISBS), Braunschweig 38106, Germany.

2. Korea Expressway Corporation, Pavement Research Division, Dongtan-myeon, Hwaseong-si, Gyeonggi-do 445-812, South Korea.

Abstract

In this paper, the possibility of using air as an alternative cooling medium for testing asphalt binder in the bending beam rheometer (BBR) is considered and evaluated. For this purpose, five asphalt binders were characterized with the BBR; creep stiffness, m-value, performance grade (PG), thermal stress, and critical cracking temperature were computed both for ethanol and air. In addition, the rheological Huet model was fitted to the experimental measurements to further investigate the effect of the cooling medium. It was found that air measurements result in stiffer materials, with higher low PG, higher thermal stress, and critical cracking temperature. The parameters of the Huet model confirm such a stiffening effect when air is used. Based on the material response observed in this study, further research is recommended before potentially replacing ethanol with air in the BBR, as the latter appears to provide a substantially different material grading.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference39 articles.

1. AASHTO. 2007. Standard method of test for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device. AASHTO T 322. American Association of State Highway and Transportation Officials, Washington, DC.

2. AASHTO. 2012a. Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV). AASHTO R028-12. American Association of State Highway and Transportation Officials, Washington, DC.

3. AASHTO. 2012b. Standard method of test for estimating fatigue resistance of asphalt binders using the linear amplitude sweep. AASHTO TP101. American Association of State Highway and Transportation Officials, Washington, DC.

4. AASHTO. 2012c. Standard method of test for determining the flexural creep stiffness of asphalt binder using the Bending Beam Rheometer (BBR). AASHTO T313. American Association of State Highway and Transportation Officials, Washington, DC.

5. AASHTO. 2012d. Standard sethod of test for determining the fracture properties of asphalt binder in direct tension (DT). AASHTO T314. American Association of State Highway and Transportation Officials, Washington, DC.

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