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Publication Number:  FHWA-HRT-15-036    Date:  December 2015
Publication Number: FHWA-HRT-15-036
Date: December 2015

 

Long-Term Pavement Performance Program Determination of In-Place Elastic Layer Modulus: Backcalculation Methodology and Procedures

References

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

  2. FHWA. LTPP InfoPaveTM, Federal Highway Administration, Washington, DC. Obtained from: https://infopave.fhwa.dot.gov/Data/StandardDataRelease. Site last accessed December 28, 2015.

  3. Khazanovich, L., Tayabji, S.D., and Darter, M.I. (2001). Backcalculation of Layer Parameters for Long-Term Pavement 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.

  4. Von Quintus, H.L. and Simpson, A.L. (2002). Backcalculation of Layer Parameters for Long-Term Pavement Performance (LTPP) Test Sections, VolumeII: Layered Elastic Analysis for Flexible and Rigid Pavements, Report No. FHWA-RD-01-113, Federal Highway Administration, Washington, DC.

  5. Rada, G., Prabhakar, V., and James, M. (2011). Deflection Analysis of SPS-1 Sites, Report Number SPS‑1, Draft Final Report, Federal Highway Administration, Washington, DC.

  6. BAKFAA. (2012). Backcalculation of Elastic Layer Moduli Version 2.0, Federal Aviation Administration, Washington, DC.

  7. EVERSERIES©. (2005). EVERCALC: User’s Guide Pavement Analysis Computer Software and Case Studies, Washington State Department of Transportation, Olympia, WA.

  8. Scullion, T. and Liu, W. (2001). MODULUS6 for Windows: Users Manual, Publication No. FHWA/TX-05/0-1869-2, Texas Department of Transportation, Research and Technology Implementation Office, Austin, TX.

  9. Irwin, L.H. (1994). Instructional Guide for Backcalculation and the Use of MODCOMP, CLRP Publication No. 94-10, Local Roads Program, Cornell University, Ithaca, NY.

  10. Harichandran, R.S., Ramon, C.M., and Baladi, G. (2000). MICHBACK User’s Manual (Version 1.0 for DOS), Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI.

  11. Stubstad, R.N., Jiang, Y.J., and Lukanen, E.O. (2006). Guidelines for Review and Evaluation of Backcalculation Results, Report No. FHWA-HRT-05-152, Federal Highway Administration, Washington, DC.

  12. Stubstad, R.N., Jiang, Y.J., Clevenson, M.L., and Lukanen, E.O. (2006). Review of the Long-Term Pavement Performance Backcalculation Results, Report No. FHWA-HRT-05-150, Federal Highway Administration, Washington, DC.

  13. Rao, C. and Von Quintus, H.L. (2012). Determination of In-Place Elastic Layer Modulus: Selection and Demonstration of Backcalculation Methodology and Practice, Interim Report, Federal Highway Administration, Washington, DC.

  14. Yih Hou, T. (1977). Evaluation of Layered Material Properties from Measured Surface Deflections, Ph.D. Dissertation, University of Utah, Salt Lake City, UT.

  15. Lytton, R.L. (1989). “Backcalculation of Pavement Layer Properties,” Nondestructive Testing of Pavements and Backcalculation of Moduli, ASTM STP 1026, ASTM International, West Conshohocken, PA.

  16. Anderson, M. (1989). “A Data Base Method for Backcalculation of Composite Pavement Layer Moduli,” Nondestructive Testing of Pavements and Backcalculation of Moduli, ASTM STP 1026, ASTM International, West Conshohocken, PA.

  17. Uzan, J., Scullion, T., Michalek, C.H., Paredes, M., and Lytton, R.L. (1988). A Microcomputer Based Procedure for Backcalculating Layer Moduli from FWD Data, TTI Research Report 1123-1, Texas Transportation Institute, College Station, TX.

  18. Uzan, J., Lytton, R.L., and Germann, F.P. (1989). “General Procedure for Backcalculating Layer Moduli,” Nondestructive Testing of Pavements and Backcalculation of Moduli, ASTM STP 1026, ASTM International, West Conshohocken, PA.

  19. Lytton, R.L., Germann, F., and Chou, Y.J. (1990). Determination of Asphalt Concrete Pavement Structural Properties by Nondestructive Testing, NCHRP Report No. 327, National Cooperative Highway Research Program, Washington, DC.

  20. Scullion, T., Uzan, J., and Paredes, M. (1990). “MODULUS: A Microcomputer-Based Backcalculation System,” Transportation Research Record 1260, Transportation Research Board, Washington, DC.

  21. Tia, M., Eom, K.S., and Ruth, B.E. (1989). “Development of the DBCONPASS Computer Program for Estimation of Concrete Pavement Parameters from FWD Data,” Nondestructive Testing of Pavements and Backcalculation of Moduli, ASTM STP 1026, ASTM International, West Conshohocken, PA.

  22. Odemark, N. (1949). Investigations as to the Elastic Properties of Soils and Design of Pavements According to the Theory of Elasticity, Meddelande 77, Statens Väginstitut, Stockholm, Sweden. English translation courtesy of Ioannides, A.M. (1990).

  23. Ullidtz, P. (1978). Computer Simulation of Pavement Performance, Report No. 18, Institute of Roads, Transport, and Town Planning, Technical University of Denmark, Kongens Lyngby, Denmark.

  24. Ullidtz, P. (1987). Pavement Analysis, Elsevier Science Publishers B.V., Amsterdam, Netherlands.

  25. Lytton, R.L. and Michalak, C.H. (1979). Flexible Pavement Deflection Equation Using Elastic Moduli and Field Measurements, Research Report 207-7F, Texas Transportation Institute, Texas A&M University, College Station, TX.

  26. Hogg, A.H.A. (1938). “Equilibrium of a Thin Plate, Symmetrically Loaded, Resting on an Elastic Foundation of Infinite Depth,” Philosophical Magazine, 25.

  27. Hoffman, M.S. and Thompson, M.R. (1981). Mechanistic Interpretation of Nondestructive Pavement Testing Deflections, Transportation Research Engineering Series No. 32, University of Illinois at Urbana-Champaign, Urbana, IL.

  28. Ioannides, A.M. (1990). “Dimensional Analysis in NDT Rigid Pavement Evaluation,” Transportation Engineering Journal, 116(1), 23–36, American Society of Civil Engineers, Reston, VA.

  29. Hall, K.T. and Mohseni, A. (1991). “Backcalculation of AC/PCC Pavement Layer Moduli,” Transportation Research Record 1293, Transportation Research Board, Washington, DC.

  30. Hall, K.T., Darter, M.I., Hoerner, T.E., and Khazanovich, L. (1997). LTPP Data Analysis—Phase I: Validation of Guidelines for K-Value Selection and Concrete Pavement Performance Prediction, Report No. FHWA-RD-96-198, Federal Highway Administration, Washington, DC.

  31. Khazanovich, L., McPeak, T.J., and Tayabji, S.D. (2000). “LTPP Rigid Pavement FWD Deflection Analysis and Backcalculation Procedure,” Nondestructive Testing of Pavements and Backcalculation of Moduli, Third Volume, STP #1375, ASTM International, West Conshohocken, PA,.

  32. Hall, K.T., Darter, M.I., and Kuo, C-M. (1995). “Improved Methods for Selection of
    K-Value for Concrete Pavement Design,” Transportation Research Record 1505, Transportation Research Board, Washington, DC.

  33. Khazanovich, L. and J. Roesler, (1997). “DIPLOBACK: Neural-Network-Based Backcalculation Program for Composite Pavements,” Transportation Research Record 1570, 143–150, Transportation Research Board, Washington, DC.

  34. Meier, R.W. and Rix, G.J. (1994). “Backcalculation of Flexible Pavement Moduli Using Artificial Neural Networks,” Transportation Research Record 1448, Transportation Research Board, Washington, DC.

  35. Meier, R.W. and Rix, G.J. (1995). “Backcalculation of Flexible Pavement Moduli from Dynamic Deflection Basins Using Artificial Neural Networks,” Transportation Research Record 1473, Transportation Research Board, Washington, DC.

  36. Gopalakrishnan, K. (2009). “Backcalculation of Nonlinear Pavement Moduli Using Finite-Element Based Neuro-Genetic Hybrid Optimization,” The Open Civil Engineering Journal, 3, 83–92.

  37. Ceylan, H. (2002). Analysis and Design of Concrete Pavement Systems Using Artificial Neural Networks, Ph.D. Dissertation, University of Illinois at Urbana-Champaign, Urbana, IL.

  38. Heinrichs, K.W., Liu, M.J., Darter, M.I., Carpenter, S.H., and Ioannides, A.M. (1989). Rigid Pavement Analysis and Design, Report No. FHWA-RD-88-068, Federal Highway Administration, Washington, DC.

  39. Kopperman, S., Tiller, G., and Tseng, M. (1986). ILLI-PAVE Algorithms: Interactive Computer Version User’s Manual, IBM-PC and Compatible Version, SRA Technologies, Federal Highway Administration, Washington, DC.

  40. Pekan, O., Tutumluer, E., and Thompson, M. (2008). Nondestructive Pavement Evaluation Using ILLI-PAVE Based Artificial Neural Network Models, Report No. FHWA-ICT-08-022, University of Illinois at Urbana-Champaign, Illinois Center for Transportation, Champaign, IL.

  41. Zhang, Z., Damnjanovic, M.I., and Li, Z. (2003). Developments of a New Methodology for Characterizing Pavement Structural Condition for Network-Level Applications, Report No. FHWA/TX-04/0-4322, Texas Department of Transportation, Austin, TX.

  42. Roesset, J.M. and Shao, K.Y. (1985). “Dynamic Interpretation of Dynaflect and Falling Weight Deflectometer Tests,” Transportation Research Record 1022, 7–16, Transportation Research Board, Washington, DC.

  43. Rada, G.R., Richter, C.A., and Jordahl, P. (1994). “SHRP’s Layer Moduli Backcalculation Procedure,” Nondestructive Testing of Pavements and Backcalculation of Moduli, Volume Two, ASTM STP 1198, ASTM International, West Conshohocken, PA.

  44. COST-Transport. (2005). Use of Falling Weight Deflectometer in Pavement Evaluation, COST Action 336, European Cooperation in the Field of Scientific and Technical Research, European Commission in Directorate General Transport, The Netherlands.

  45. 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.

  46. Von Quintus, H. and Killingsworth, B. (1997). Backcalculation of Layer Moduli of LTPP General Pavement Study (GPS) Sites, Report No. FHWA-RD-97-086, Federal Highway Administration, Washington, DC.

  47. Von Quintus, H. and Killingsworth, B. (1997). Design Pamphlet for the Backcalculation
    of Pavement layer Moduli in Support of the 1993 AASHTO Guide for the Design of
    Pavement Structures
    , Report No. FHWA-RD-97-076, Federal Highway Administration, Washington, DC.

  48. Gergis, W. (1999). Backcalculation of Pavement Layer Moduli Using 3D Nonlinear Explicit Finite Element Analysis, Thesis submitted to the College of Engineering and Mineral Resources, West Virginia University, Morgantown, WV.

  49. Al-Suhaibani, F.S., Abdul-Rahman, S., and Al-Mudaiheen, J. (1997). “Theoretical Evaluation of Selected Backcalculation Methods,” JKAU: Engineering Science, 9, 141–170.

  50. Zhou, H., Rada, G.R., and Elkins, G.E. (1997). “Investigation of Backcalculated Moduli Using Deflections Obtained at Various Locations in a Pavement Structure,” Transportation Research Record 1570, Transportation Research Board, Washington, DC.

  51. Von Quintus, H.L. and Moulthrop, J.S. (2007). Mechanistic-Empirical Pavement Design Guide Flexible Pavement Performance Prediction Models Volume III Field Guide—Calibration and User’s Guide for the MEPDG, FHWA/MT-07-008/8158-3, Montana Department of Transportation, Helena, MT.

  52. NCHRP. (2004). Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Part 2: Design Inputs, Draft Final Report, NCHRP Project 1-37A, National Cooperative Highway Research Program, Washington, DC.

  53. Smith, K.D., et al. (in press). Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis—Volume 1: Final Report, Report No. FHWA-HRT-16-009, Federal Highway Administration, Washington, DC.

  54. ASTM D5858-96. (1998). “Standard Guide for Calculating In Situ Equivalent Elastic Moduli of Pavement Materials Using Layered Elastic Theory,” Book of Standards Volume 04.03, ASTM International, West Conshohocken, PA.

  55. Clark, T., Irwin, L., and Borter, R. (2007). MODTAG Users Manual, 4th Edition, Virginia Department of Transportation Materials Division and Cornell University, Cornell Local Roads Program, Richmond, VA.

  56. Von Quintus, H.L., Rao, C., and Irwin, L. (2015). Backcalculation Procedures and User Guide for Software Programs and Utility Tools, Federal Highway Administration, Washington, DC.

  57. Von Quintus, H.L., Rao, C., and Irwin, L. (2015). Schema for the Computed Parameters Table, Federal Highway Administration, Washington, DC.

  58. Ioannides, A.M., Khazanovich, L., and Becque, J.L. (1992). “Structural Evaluation of Base Layers in Concrete Pavement Systems,” Transportation Research Record 1370, Transportation Research Board, Washington, DC.

  59. Ioannides, A.M. and Khazanovich, L. (1994). “Backcalculation Procedure for Three-Layered Concrete Pavements,” Proceedings of the Fourth International Conference on Bearing Capacity of Roads and Airfields, Minneapolis, MN.

 

 

 

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