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Arrow Asphalt Binder Cracking Device to Reduce Low-Temperature Asphalt Pavement Cracking: Final Report


  1. S. Kim. 2007. "Development of an Asphalt Binder Cracking Device," Final Report for NCHRP Highway IDEA Project 99, Transportation Research Board.

  2. S. Kim, Z. Wysong, and J. Kovach. 2006. "Low-Temperature Thermal Cracking of Asphalt Binder by Asphalt Binder Cracking Device,"Transportation Research Record 1962, pp. 28-35.

  3. S. Kim. 2005. "Direct Measurement of Asphalt Binder Thermal Cracking," ASCE Journal of Materials in Civil Engineering, vol. 17(6), pp. 632-639.

  4. M. G. Bouldin, R. Dongre, G. M. Rowe, M. J. Sharrock, and D. A. Anderson. 2000. "Predicting Thermal Cracking of Pavements From Binder Properties: Theoretical Basis and Field Validation,"Journal of the Association of Asphalt Paving Technologists, 69, pp. 455–496.

  5. S. Kim. 2009. "Asphalt Binder Cracking Device to Reduce Low Temperature Asphalt Pavement Cracking," Final Report Phase I, Highways for LIFE Technology Partnership Program, Award No.: DTFH61-08-G-00005.

  6. H. Kanerva, T. Vinson, and H. Zeng. 1994. "Low-Temperature Cracking: Field Validation of the Thermal Stress Restrained Specimen Test," SHRP-A-401 Strategic Highway Research Program.

  7. P. Yee, B. Aida, S. A. M. Hesp, P. Marks, and K. Tam. 2006. "Analysis of Premature Low-Temperature Cracking in Three Ontario, Canada, Pavements," Transportation Research Record 1962, pp. 44-51.

  8. D. A. Anderson and M. Marasteanu. (1999). "Physical Hardening of Asphalt Binders Relative to Their Glass Transition Temperatures,"Transportation Research Record 1661, pp. 27-34.
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Julie Zirlin
Center for Accelerating Innovation

Updated: 09/02/2011

United States Department of Transportation - Federal Highway Administration