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Original Articles

Evaluation of asphalt mixture cracking performance using the monotonic direct tension test in the AMPT

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Pages 447-466 | Received 15 Aug 2016, Accepted 25 Oct 2016, Published online: 26 Oct 2017

References

  • AASHTO. (2007). Standard method of test for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device (T322).
  • AASHTO. (2013). Standard method of test for determining the fracture energy of asphalt mixtures using the semicircular bend geometry (SCB) (TP105).
  • AASHTO. (2014a). Standard method of test for determining the damage characteristic curve of asphalt mixtures from direct tension cyclic fatigue tests (TP107).
  • AASHTO. (2014b). Standard method of test for determining the fatigue life of compacted asphalt mixtures subjected to repeated flexural bending (T321).
  • AASHTO. (2015). Standard method of test for determining the dynamic modulus and flow number for asphalt mixtures using the asphalt mixture performance tester (AMPT) (TP79).
  • American Society for Testing Materials. (2013). Standard test method for determining fracture energy of asphalt-aggregate mixtures using the disk-shaped compact tension geometry (D7313).
  • Applied Research Associates Inc. (2013). Develop and deploy performance related specifications (PRS) for pavement construction (FHWA Research Project, Contract # DTFH61-13-C-00025).
  • Bowers, B., Diefenderfer, B., & Diefenderfer, S. (2015). Evaluation of dynamic modulus in asphalt paving mixtures utilizing small-scale specimen geometries. Journal of the Association of Asphalt Paving Technologists, V84, 497–526.
  • FHWA and Transportation Pooled Fund Study TPF-5(178). (2009). Implementation of the AMPT for Superpave validation.
  • Gibson, N., & Li, X. (2015). Cracking characterization of asphalt mixtures with fiber reinforcement using cyclic fatigue and direct tension strength tests. Journal of Transportation Research Record: Transportation Research Board, 2507, 57–66. doi: 10.3141/2507-07
  • Kutay, M., Gibson, N., Youtcheff, J., & Dongre, R. (2009). Use of small samples to predict fatigue lives of field cores: Newly developed formulation based on viscoelastic continuum damage theory. Transportation Research Record: Journal of the Transportation Research Board, 2127, 90–97. doi: 10.3141/2127-11
  • Li, X., & Gibson, N. (2013). Using small scale specimens for AMPT dynamic modulus and fatigue tests. Journal of the Association of Asphalt Paving Technologists, 82, 579–615.
  • Li, X., & Gibson, N. (2016). Comparison of asphalt mixture performance tester fatigue characteristics with full scale pavement cracking for recycled and warm mix asphalts. Journal of Transportation Research Record: Transportation Research Board, 2576, 100–108. doi: 10.3141/2576-11
  • Li, X., Gibson, N., Qi, X., Clark, T., & McGhee, K. (2012). Laboratory and full-scale evaluation of 4.75 mm NMAS Superpave overlay. Journal of Transportation Research Record: Transportation Research Board, 2293, 29–38. doi: 10.3141/2293-04
  • Texas State Department of Transportation. (2007). Test procedure for overlay test (TxDOT designation: Tex-248-F).
  • Witczak, M. W., Kaloush, K., Pellinen, T., El-Basyouny, M., & Von Quintus, H. (2002). Simple performance test for Superpave mix design ( NCHRP report 465). Washington, DC: Transportation Research Board, National Research Council.
  • Zhou, F., Hu, S., Das, G., & Scullion, T. (2011). High RAP mixes design methodology with balanced performance (Research report 0-6092-2). Texas Department of Transportation.
  • Zhou, F., Newcomb, D., Gurganus, C., Banihashemrad, S., Park, E. S., Sakhaeifar, M., … Christensen, D. (2016). Experimental design for field validation of laboratory tests to assess cracking resistance of asphalt mixtures ( NCHRP project no. 9-57 report). Washington, DC: National Cooperative Highway Research Program, the National Academies.

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