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Original Articles

Implications of warm-mix asphalt on long-term oxidative ageing and fatigue performance of asphalt binders and mixtures

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Pages 45-61 | Received 02 Aug 2013, Accepted 02 Nov 2013, Published online: 26 Jun 2014

References

  • AASHTO. (2006). Standard practice for mixture conditioning of hot mix asphalt (AASHTO Standard R3). Washington, DC: American Association of State Highway and Transportation.
  • AASHTO. (2009). Standard practice for developing dynamic modulus master curves for hot mix asphalt (HMA) using the asphalt mixture performance tester (AMPT) (AASHTO Provisional Standard PP 61-09). Washington, DC: American Association of State Highway and Transportation Officials.
  • AASHTO. (2012). Standard method of test for estimating fatigue resistance of asphalt binders using the linear amplitude sweep (AASHTO Provisional Standard TP 101-1). Washington, DC: American Association of State Highway and Transportation.
  • Bonaquist, R. (2011). Mix design practices for warm mix asphalt (National Cooperative Highway Research Program Report 691). Washington, DC: Transportation Research Board of the National Academies.
  • Christensen Jr., D. W., & Anderson, D. A. (1992). Interpretation of dynamic mechanical test data for paving grade asphalt cements. Journal of Association of Asphalt Paving Technologists, 61, 67–117.
  • Cipione, C. A., Davidson, R. R., Burr, B. L., Glover, C. J., & Bullin, J. A. (1991). Evaluation of solvents for extraction of residual asphalt from aggregates. Transportation Research Record, 1323, 47–52.
  • Farrar, M., Turner, T. F., Planche, J. P., Schabron, J. F., & Harnsberger, P. M. (2013). Evolution of the crossover modulus with oxidative aging: A method to estimate the change in viscoelastic properties of an asphalt binder with time and depth on the road. Accepted for publication in Transportation Research Record: Journal of the Transportation Research Board, 2370, 76–83. doi: 10.3141/2370-10
  • Haggag, M. M., Mogawer, W. S., & Bonaquist, R. (2011). Fatigue evaluation of warm-mix asphalt mixtures, use of uniaxial, cyclic, direct tension compression test. Transportation Research Record: Journal of the Transportation Research Board, 2208, 26–32. doi: 10.3141/2208-04
  • Hintz, C., Velasquez, R. A., Johnson, C. M., & Bahia, H. U. (2011a). Modification and validation of the linear amplitude sweep test for binder fatigue specification. Transportation Research Record: Journal of the Transportation Research Board, 2207, 99–106. doi: 10.3141/2207-13
  • Hintz, C., Velasquez, R., Li, Z., & Bahia, H. U. (2011b). Effect of oxidative aging on binder fatigue performance. Journal of the Association of Asphalt Paving Technologists, 80, 527–548.
  • Kim, Y. R. (2012). MEPDG inputs for warm mix asphalt (NCDOT HWY 2012-01 Project, Quarterly Report). NCDOT, North Carolina Department of Transportation.
  • Kim, Y. R., & Little, D. N. (1990). One-dimensional constitutive modeling of asphalt concrete. ASCE Journal of Engineering Mechanics, 116(4), 751–772. doi: 10.1061/(ASCE)0733-9399(1990)116:4(751)
  • Koenders, B. G., Stoker, D. A., Bowen, C., de Groot, P., Larsen, O., Hardy, D., & Wilms, K. P. (2000). Innovative process in asphalt production and application to obtain lower operating temperatures. Proceedings of the 2nd Eurasphalt & Eurobitume Congress, Barcelona, Spain.
  • Kondrath, E. S. (2009). Reclaimed asphalt pavement in hot mix asphalt. New Jersey DOT Bureau of Research. Quarterly Progress Report, Trenton, NJ, January 1–March 31.
  • Kose, S., Guler, M., Bahia, H. U., & Masad, E. (2000). Distribution of strains within hot-mix asphalt binders. Transportation Research Record: Journal of the Transportation Research Board, 1728, 21–27. doi: 10.3141/1728-04
  • Kvasnak, A., Taylor, A., Signore, J., & Bukhari, S. (2010). Evaluation of gencor green machine ultrafoam GX (NCAT Report 10-03). Auburn, AL: National Center for Asphalt Technology.
  • Park, S. W., Kim, Y. R., & Schapery, R. A. (1996). A viscoelastic continuum damage model and its application to the uniaxial behavior of asphalt concrete. Mechanics of Material, 24, 195–223. doi: 10.1016/S0167-6636(96)00042-7
  • Rowe, G. M., & Bouldin, M. (1993). Performance of asphalt mixtures in the trapezoidal fatigue test. Journal of Association of Asphalt Paving Technologists, 62, 344–384.
  • Underwood, B. S. (2011). Multiscale constitutive modeling of asphalt concrete (Ph.D. dissertation, North Carolina State University, Raleigh, NC).
  • Underwood, B. S., Kim, Y. R., & Guddati, M. N. (2006). Characterization and performance prediction of ALF mixtures using a viscoelastoplastic continuum damage model. Journal of Association of Asphalt Paving Technologists, 75, 577–636.
  • Underwood, B. S., Kim, Y. R., & Guddati, M. N. (2010). Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11(6), 459–476. doi: 10.1080/10298430903398088
  • Xin, J., Han, R., Cui, Y., & Glover, C. J. (2011). Fast-rate constant-rate oxidation kinetics model for asphalt binders. Industrial & Engineering Chemistry Research, 50(23), 13373–13379. doi: 10.1021/ie201275q
  • Zapata, C. E., & Houston, W. N. (2008). Calibration and validation of the enhanced integrated climatic model for pavement design (NCHRP Report 602). Washington, DC: Transportation Research Board of the National Academies.

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