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Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations

 
REPORT
This report is an archived publication and may contain dated technical, contact, and link information
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Publication Number:  FHWA-HRT-16-010    Date:  March 2017
Publication Number: FHWA-HRT-16-010
Date: March 2017

 

Using Falling Weight Deflectometer Data With Mechanistic-Empirical Design and Analysis, Volume II: Case Study Reports

REFERENCES

  1. American Association of State Highway and Transportation Officials. (2008) Mechanistic-Empirical Pavement Design Guide—A Manual of Practice. Publication MEPDG-1. American Association of State Highway and Transportation Officials, Washington, DC.

  2. American Association of State Highway and Transportation Officials. (1993) Guide for Design of Pavement Structures. American Association of State Highway and Transportation Officials, Washington, DC.

  3. American Association of State Highway and Transportation Officials. (2006) “AASHTO TP 62: Determining Dynamic Modulus of Asphalt Hot-Mix Concrete Mixtures.” AASHTO Provisional Standards. American Association of State Highway and Transportation Officials, Washington, DC.

  4. United States Geologic Survey. (2009) Water Resources of the United States. Available at http://water.usgs.gov/. (Last accessed November 10, 2010.)

  5. American Association of State Highway and Transportation Officials. (2010) Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. NCHRP 1-37A. Available at http://www.trb.org/mepdg/climatic_state.htm. (Last accessed November 10, 2010.)

  6. American Association of State Highway and Transportation Officials. (2004) Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Parts 1–4. NCHRP 1-37A Research Report. National Cooperative Highway Research Program, Transportation Research Board and American Association of State Highway and Transportation Officials, Washington, DC.

  7. ASTM D3496-99. (2005) “Standard Practice for Preparation of Bituminous Mixture Specimens for Dynamic Modulus Testing.” (Withdrawn 2010). ASTM International, West Conshohocken, PA.

  8. Von Quintus, H. and Killingsworth, B. (1998) Analyses Relating to Pavement Material Characterizations and Their Effects on Pavement Performance. Report No. FHWA-RD-97-085. Federal Highway Administration, Washington, DC.

  9. Vu, X.H., Malecot, Y., Daudeville, L., and Buzaud, E. (2009) “Effect of the Water/Cement Ratio on Concrete Behavior under Extreme Loading.” International Journal for Numerical and Analytical Methods in Geomechanics, 33. John Wiley and Sons, New York, NY. p.1,867–1,888.

  10. Hall, K.T. (1992) Backcalculation Solutions for Concrete Pavements. Report prepared for SHRP Contract P-020. Transportation Research Board, Washington, DC.

  11. Crovetti, J.A. and Darter, M.I. (1985) “Void Detection for Jointed Concrete Pavements.” Transportation Research Record 1041. Transportation Research Board, Washington, DC. p.59–68.

  12. Vandenbossche, J.M., Mu, F., Gutierrez, J.J., and Sherwood, J. (2010) “An Evaluation of the Built-in Temperature Difference Input Parameter in the Jointed Plain Concrete Pavement Cracking Model of the Mechanistic-Empirical Pavement Design Guide.” International Journal of Pavement Engineering, 12(3). Taylor and Francis Publishing Group, London, Great Britain. p.1–14.

  13. Portland Cement Association. (1984) Thickness Design for Concrete Highway and Street Pavements. Engineering Bulletin EB109P. Portland Cement Association, Skokie, IL.

  14. Stroup-Gardiner, M. and Newcomb, D.E. (1997) Investigation of Hot Mix Asphalt Mixtures at Mn/ROAD. Report No. MN/RC-97/06. Minnesota Department of Transportation, St.Paul,MN.

  15. Ioannides, A.M. and Khazanovich, L. (1994) “Backcalculation Procedures for Three-Layered Concrete Pavements.” Proceedings of the Fourth International Conference, Bearing Capacity of Roads and Airfields. St. Paul, MN p. 77–91.

  16. Khazanovich, L., Tayabji, S.D., and Darter, M.I. (2001) Backcalculation of Layer Parameters for Performance/LTPP/Test Sections, Volume I: Slab on Elastic Solid and Slab on Dense-Liquid Foundation Analysis of Rigid Pavements. Report No. FHWA-RD-00-086. Federal Highway Administration, Washington, DC.

  17. Lukanen, E.O., Stubstad, R., and Briggs, R. (2000) Temperature Predictions and Adjustment Factors for Asphalt Pavement. Report No. FHWA-RD-98-085. Federal Highway Administration, Washington, DC.
 
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