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Materials and Structures

, 52:26 | Cite as

Relationship between laboratory and full-scale fatigue performance of asphalt mixtures containing recycled materials

  • Wei Cao
  • Louay N. MohammadEmail author
  • Peyman Barghabany
  • Samuel B. CooperIII
Original Article
  • 55 Downloads

Abstract

Use of recycled materials in asphalt mixtures is an important sustainability practice, and yet the oxidized asphalts introduced may compromise the cracking performance of pavement. This study evaluated the fatigue crack resistance of ten asphalt mixtures containing reclaimed asphalt pavement or recycled asphalt shingles. The materials were acquired from the full-scale test lanes constructed at the Federal Highway Administration Accelerated Loading Facility in McLean, Virginia. Three simple performance tests were employed given their simple testing procedures and analysis approaches: semi-circular bend, indirect tension, and Texas overlay tests. The test data were analyzed to obtain the corresponding fatigue parameters following the latest test standards and relevant literature. A new parameter named corrected crack progression rate (CCPR) was proposed for the Texas overlay test considering the viscoelastic nature of asphalt mixtures. Statistical comparison was performed on the laboratory results to assess the potential of each parameter in discriminating mixtures. This study further investigated the relationship between the laboratory results and fatigue performance of the full-scale lanes. It was found that the proposed CCPR parameter for the Texas overlay test provided the strongest correlation with field performance. Additionally, the fatigue life parameter determined from the same laboratory test, although relatively more variable, demonstrated the highest potential in detecting differences in mixture compositions.

Keywords

Fatigue cracking Semi-circular bend Indirect tension Texas overlay Field performance 

Notes

Funding

The research presented herein is part of Transportation Pooled Fund TPF-5(294) “Develop Mix Design and Analysis Procedures for Asphalt Mixtures Containing High-RAP and/or RAS Contents.” The authors would like to acknowledge the support of the Federal Highway Administration and the Louisiana Transportation Research Center. The assistance of Dr. Jack Youtcheff, Dr. Nelson Gibson, and Mr. Xinjun Li in obtaining field data of ALF test lanes is greatly appreciated.

Compliance with ethical standards

Conflict of interest

The authors declare that they have no conflict of interest.

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Copyright information

© RILEM 2019

Authors and Affiliations

  • Wei Cao
    • 1
  • Louay N. Mohammad
    • 1
    Email author
  • Peyman Barghabany
    • 1
  • Samuel B. CooperIII
    • 1
  1. 1.Civil and Environmental Engineering Dept., Louisiana Transportation Research CenterLouisiana State UniversityBaton RougeUSA

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