Determination of required falling weight deflectometer testing frequency for pavement structural evaluation at the network level

Journal of Transportation Engineering

Volumn 132, Issue 1, 2006, Pages 76-85

  Damnjanovic, Ivan ^a   Zhang, Zhanmin ^a  

^a UNIVERSITY OF TEXAS AT AUSTIN   (United States)

Author keywords

Deflection; Pavement management; Rehabilitation; Tests; Texas

Indexed keywords

BEARING CAPACITY; DECISION THEORY; DEFLECTION (STRUCTURES); NONDESTRUCTIVE EXAMINATION; RANDOM PROCESSES; RISK ASSESSMENT; STRUCTURAL DESIGN;

FALLING WEIGHT DEFLECTOMETER TESTING; PAVEMENT MANAGEMENT; PAVEMENT STRUCTURAL EVALUATION; RISK-BASED METHOD; STRUCTURAL CONDITION INDEX (SCI); TEXAS;

PAVEMENTS;

CIVIL ENGINEERING;

EID: 31144446239     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2006)132:1(76)     Document Type: Article

References (19)

1. AASHTO. (1993). AASHTO guide for design of pavement structures, AASHTO, Washington, D.C.
2. Ang, A., and Tang, W. (1975). Probability concepts in engineering planning and design, Wiley, New York.
3. Collop, A. C., Armitage, R. J., and Thom, N. H. (2001). "Assessing variability of in situ pavement material stiffness moduli." J. Transp. Eng.JTPEDI0733-947X10.1061/(ASCE)0733-947X(2001)127:1(74), 127(1), 74-81.
4. D'Agostino, R. B., and Stephens, M. A. (1986). Goodness-of-fit techniques, Marcel Dekker, New York.
5. Desu, M. M., and Raghavarao, D. (1990). Sample size methodology, Academic, London.
6. DiCiccio, T. J., and Efron, B. (1996). "Bootstrap confidence intervals." Stat. Sci.STSCEP0883-4237, 11(3), 189-212.
7. Efron, B., and Tibshirani, R. J. (1986). "Bootstrap methods for standard errors, confidence intervals, and other measures of statistical accuracy." Stat. Sci.STSCEP0883-4237, 1(1), 54-75.
8. Efron, B., and Tibshirani, R. J. (1993). An introduction to the bootstrap, Chapman & Hall, New York.
9. Haas, R., Hudson, W. R., and Zaniewski, J. P. (1994). Modern pavement management, Krieger, Malabar, Fla.
10. Hossain, M., and Chowdhury, T. (1999). "Use of falling weight deflectometer data for assessing pavement structural evaluation values." K-Tran KSU-96-4 Final Rep., Kansas State Univ., Manhattan, Kan.
11. Hossain, M., and Zaniewski, J. P. (1992). "Variability in estimation of structural capacity of existing pavements from falling weight deflectometer data." Transportation Research Record 1355, Transportation Research Board, Washington, D.C., 17-26.
12. Huang, Y. H. (1993). Pavement analysis and design, Prentice-Hall, Englewood Cliffs, N.J.
13. Hughes, C. S. (1996). "Variability in highway pavement construction." Synthesis of Highway Practice 232, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C.
14. Irwin, L. H. (1983). User's guide to Modcomp2, Version 2.1, Local Roads Program, Cornell Univ., Ithaca, N.Y.
15. Lenth, R. V. (2001). "Some practical guidelines for effective sample-size determination." Am. Stat.ASTAAJ0003-1305, 55, 187-193.
16. Lytton, R. L., Roberts, F. L., and Stoffels, S. (1990). "Determining Asphaltic Concrete Pavement Structural Properties by Nondestructive Testing." NCHRP Rep. 327, National Research Council, Transportation Research Board, Washington, D.C.
17. Rohde, G. T. (1994). "Determining pavement structural number from FWD testing." Transportation Research Record 1448, Transportation Research Board, Washington, D.C., 61-68.
18. Scullion, T. (1988). "Incorporating a structural strength index into the Texas pavement evaluation system." Research Rep. 409-3F, Texas Transportation Institute, College Station, Tex.
19. Zhang, Z., Claros, G., Manuel, L., and Damnjanovic, I. (2003). "Development of a structural condition index to support pavement rehabilitation and maintenance decisions at the network level." Transportation Research Record 1827, Transportation Research Board, Washington, D.C., 10-17