TECHNICAL PAPERS
Sep 1, 2006

Study of In Situ Pavement Material Properties Determined from FWD Testing

Publication: Journal of Transportation Engineering
Volume 132, Issue 9

Abstract

The Vermont Agency of Transportation (Agency) developed pavement design procedures patterned after the American Association of State Highway and Transportation Officials (AASHTO) pavement design model described in the AASHTO 1993 pavement design guide (guide). A consequence of using the structural number approach to pavement design is the need for structural layer coefficients (ai) to characterize the component materials of the pavement structure. The agency has developed and tested a method for determining layer coefficients using a falling weight deflectometer (FWD), and the resulting layer coefficients are representative of the in situ behavior of the pavement materials. The agency found layer coefficients determined for unbound subbases to be reasonable, while layer coefficients estimated for asphalt cement concrete materials were generally 25–35% higher than AASHTO’s implied maximum of 0.44. However, a statistical analysis indicates considerable support for the predictive qualities of FWD derived layer coefficients to approximate layer coefficients simulated from the in situ conditions expected to prevail in the final pavement structure.

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Acknowledgments

Funding for this research was provided by the Federal Highway Administration and the Vermont Agency of Transportation. This research would not have been possible without the persistent hard work of Duane Stevens and Jim Raymond, of the Agency’s Pavement Management Section, for FWD data collection and of the Agency’s Pavement Design Committee, particularly Chris Benda, Jim Bush, Mike Hedges, Alec Portalupi, and Roger Lyon-Surrey, for advice and review of the findings.

References

AASHTO. (1993). AASHTO guide for design of pavement structures, Washington, D. C.
Chitty, D. E., Blouin, S. E., Quenneville, S. R., and Beckwith, D. B. (2001). “Laboratory tests and analysis: Resilient modulus and low strain rate modulus testing of sands.” ARA Rep. No. 4835-2, Applied Research Associates, Inc., South Royalton, Vt.
Hossain, M., Habib, A., and LaTorella., T. M. (1997). “Structural layer coefficients of crumb rubber-modified asphalt concrete mixtures.” Transportation Research Record 1583, Transportation Research Board, Washington, D.C., 62–70.
Ioannides, A. M. (1991). “Theoretical Implications of the AASHTO 1986 nondestructive testing method 2 for pavement evaluation.” Transportation Research Record 1307, Transportation Research Board, Washington, D.C., 211–220.
Janoo, V. C. (1994). “Layer coefficients for NH DOT pavement materials.” Special Rep. No. 94-30, U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, Hanover, N.H.
Janoo, V. C., and Bayer, J. J., II. (2001). “The effect of aggregate angularity on base course performance.” Technical Rep. No. ERDC/CRREL TR-01-14, U.S. Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, Hanover, N.H.
Ullidtz, P. (1998). Modeling flexible pavement response and performance, Polyteknisk Forlag, Narayana Press, Gylling, Denmark.
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, D.C., 96–107.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 132Issue 9September 2006
Pages: 742 - 750

History

Received: Feb 7, 2005
Accepted: Jul 14, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006

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Authors

Affiliations

Michael Pologruto [email protected]
Paving Program Manager, Vermont Agency of Transportation, National Life Building, Drawer 33, Montpelier, VT 05633. E-mail: [email protected]

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