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U.S. Department of Transportation U.S. Department of Transportation Icon United States Department of Transportation United States Department of Transportation
OFFICE OF RESEARCH, DEVELOPMENT, AND TECHNOLOGY AT THE TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

Pavement Testing Facility Publications

  1. Li, X., and Gibson, N. (2016). Comparison of Laboratory Fatigue Characteristics with Full-Scale Pavement Cracking for Recycled and Warm-Mix Asphalts. Transportation Research Record: Journal of the Transportation Research Board, Vol. 2576, pp. 100–108.
  2. Mbarki, R., Kutay, M. E., Gibson, N., and Abbas, A. R. (2012). Comparison between fatigue performance of horizontal cores from different asphalt pavement depths and laboratory specimens. Road Materials and Pavement Design 13, No. 3, pp. 422–432.
  3. Li, X., Gibson, N., Qi, X., Clark, T., and McGhee, K. (2012). Laboratory and Full-Scale Evaluation of 4.75-mm Nominal Maximum Aggregate Size Superpave Overlay. Transportation Research Record: Journal of the Transportation Research Board, Vol. 2293, pp. 29–38.
  4. Gibson, N., Qi, X., Shenoy, A., Al-Khateeb, G., Kutay, M., Andriescu, A., Stuart, K., Youtcheff, J. and Harman, T. (2011). Full-Scale Accelerated Performance Testing for Superpave and Structural Validation: Transportation Pooled Fund Study TPF-5 (019) and SPR-2 (174) Accelerated Pavement Testing of Crumb Rubber Modified Asphalt Pavements. Federal Highway Administration, Report No. FHWA-HRT-11-045, McLean, VA.
  5. Kutay, M.E., Gibson, N.H, and Youtcheff, J. (2008). Conventional and Viscoelastic Continuum Damage (VECD)-Based Fatigue Analysis of Polymer Modified Asphalt Pavements. Journal of the Association of Asphalt Paving Technologists (AAPT), Vol. 77, pp. 395–434.
  6. Kim, Y. R., Guddati, M. N., Underwood, B. S., Yun, T. Y., Subramanian, V., and Savadatti, S. (2009). Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures. Federal Highway Administration. Report No. FHWA-HRT-08-073, McLean, VA.
  7. Al-Khateeb, G., N. Gibson, and X. Qi (2007). Mechanistic analyses of FHWA's accelerated loading facility pavements: Primary response. Transportation Research Record: Journal of the Transportation Research Board, Vol. 1990, pp. 150–161.
  8. Qi, X., Mitchell, T., Gibson, N., and Harman, T. (2006). Pavement Responses from the Full-Scale Accelerated Performance Testing for Superpave and Structural Validation. Pavement Mechanics and Performance, pp. 75–86.
  9. Stuart, K. D., Mogawer, W. S., & Romero, P. (2002). Validation of the superpave asphalt binder fatigue cracking parameter using an Accelerated Loading Facility. Federal Highway Administration. Report No. FHWA-RD-01-093, McLean, VA.