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            Pavements
      
      
      
        Laboratory Manger
      Michael Adams
      
                    
            Pavement Testing Facility Manager
      
                    
            Turner-Fairbank Highway Research Center - Office of Infrastructure Research and Development
      
                    
            United States Department of Transportation - Federal Highway Administration6300 Georgetown PikeMcLean, VA 22101United States
      
          
    **Email:**Mike.Adams@dot.gov**Phone:** 202-493-3025**Business Hours:**9:00am-5:00pm ET, M-F
    If you are deaf, hard of hearing, or have a speech disability, please dial 7-1-1 to access telecommunications relay services.
                
                Pavement Testing Facility Publications
    

    
    
          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.
	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.
	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.
	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.
	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.
	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.
	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.
	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.
	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.
              
      
    
          Last updated: Wednesday, October 12, 2022 U.S. DEPARTMENT OF TRANSPORTATION

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