Asphalt modification with used lubricating oil

Author:

Villanueva Aaron1,Ho Susanna1,Zanzotto Ludo1

Affiliation:

1. Bituminous Materials Research Laboratory, Schulich School of Engineering, University of Calgary, Calgary, AB T2N 1N4, Canada

Abstract

The viability of used lubricating oil as an asphalt modifier was studied, with the enhancement of the low-temperature grade as the specific goal. Used oil modification was found to improve the Superpave low-temperature performance grade (PG), but at the expense of the high-temperature PG grade. When evaluated according to the Superpave MP1 specification, the low-temperature grade of the modified asphalt was not significantly improved due to failure of the bending beam rheometer (BBR) test’s m value. When evaluated according to the Superpave MP1a specification, the modified asphalt overall PG grade temperature spread remained essentially constant, varying only by approximately two degrees. The asphalt took as much as 12% of oil and still had less than the maximum limit of 1.0% rolling thin film oven test (RTFOT) mass loss (emissions). However, the oil may possibly have a detrimental effect on the asphalt quality, such as reduced adhesiveness to the aggregates, leading to stripping and raveling. The field performance test should be checked before considering lubricating oil as a modifier.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference9 articles.

1. AASHTO. 2004a. Standard specifications for transport materials and methods of sampling and testing. 24th ed. Part 2A: Tests. American Association of State Highway and Transportation Officials, Washington, D.C. ISBN 1-56051-256-3.

2. AASHTO. 2004b. Standard specifications for transport materials and methods of sampling and testing. Standard M320–03. 24th ed. Part 1B. American Association of State Highway and Transportation Officials, Washington, D.C. ISBN 1-56051-255-5.

3. Sample Preparation for Direct Tension Testing: Improving Determination of Asphalt Binder Failure Stress and Test Repeatability

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