Overview of Environmental Considerations in AASHTO Pavement Design Guides
Publication: Journal of Cold Regions Engineering
Volume 31, Issue 3
Abstract
This paper presents an overview of the effects of environmental factors, namely moisture and temperature, on the material properties of flexible pavement road structure considered in the design guides of AASHTO. It considers the historical development of AASHTO design guides with new design guides. The study showed the shift in emphasis from total reliance on an empirical method to a combination of mechanistic and empirical methods in the new design guide. Further, moisture and temperature were indirectly considered in the current guide, whereas these parameters are accounted for in the new design guide through the resilient modulus and the complex modulus. The sensitivity analyses of environmental consideration using the new design guide software are presented in this paper.
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References
AASHTO. (1961). “AASHTO interim guide for the design of rigid and flexible pavements.” Washington, DC.
AASHTO. (1972). “AASHTO interim guide for design of pavement structures.” Washington, DC.
AASHTO. (1992). “Resilient modulus of unbound granular base/sub base materials and sub grade soils, SHRP protocol P 46: AASHTO standard test designation.” AASHTO T294, Washington, DC.
AASHTO. (1993). “AASHTO guide for design pavement structures.” Washington, DC.
AASHTO. (2003a). “Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures.” AASHTO TP62, Washington, DC.
AASHTO. (2003b). “Standard method of test for determining the creep compliance and strength of hot-mix asphalt using the indirect tensile test device.” AASHTO T322, Washington, DC.
AASHTO. (2003c). “Standard method of test for determining the resilient modulus of soils and aggregate materials.” AASHTO T307, Washington, DC.
Amini, F. (2003). “Potential applications of dynamic and static cone penetrometers in MDOT pavement design and construction.” Mississippi Dept. of Transportation, Jackson State Univ., Jackson, MS.
Asphalt Institute. (1991). “Thickness design asphalt pavements for highways and streets annual series no. 1.” Lexington, KY.
ASTM. (1999). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures.” ASTM D4123, West Conshohocken, PA.
Barksdale, R. D. (1972). “Laboratory evaluation of rutting in base course materials.” Proc., 3rd Int. Conf. on Asphalt Pavements, Univ. of Michigan, Ann Arbor, MI, 161–174.
Brown, S. F. (1974). “Repeated load testing of a granular material.” J. Geotech. Eng. Div., 100(7), 825–841.
Brown, S. F. (1996). “Soil mechanics in pavement engineering.” Geotechnique, 46(3), 383–426.
Choubane, B., and McNamara, R. L. (2000). “Flexible pavement embankment moduli using falling weight deflectometer (FWD) data.”, State Materials Office, Florida Dept. of Transportation, Tallahassee, FL.
Clyne, T. R., Li, X., Marasteanu, M. O., and Skok, E. L. (2003). “Dynamic and resilient modulus of MN/DOT asphalt mixtures.”, Minnesota Dept. of Transportation, Office of Research Services, St. Paul, MN, 78.
Di Benedetto, H., and De La Roche, C. (1998). “State of the art on stiffness modulus and fatigue of bituminous mixtures.”, Taylor & Francis, London.
Dore, G. (2002). “Cold region pavement.” J. Glaciol. Geocryol., 24(5), 593–600.
Drumm, E. C., Reeves, J. S., Madget, M. R., and Trolinger, W. D. (1997). “Sub-grade resilient modulus correction for saturation effects.” J. Geotech. Eng., 123(7), 603–670.
Hajek, J. J. (1994). “General axle load equivalency factors.” Transp. Res. Rec., 1482, 67–78.
Heukelom, W., and Klomp, A. J. G. (1964). “Road design and dynamic loading.” J. Assoc. Asphalt Paving Technol., 33, in press.
Heydinger, A. G. (2003). “Evaluation of seasonal effects on sub-grade soils.” Transp. Res. Rec., 1821, 47–55.
Huang, Y. H. (1993). Pavement analysis and design, Prentice Hall, Englewood Cliffs, NJ.
Monismith, C. L. (1992). “Part 1: TRB distinguished lecture.” TRB, National Research Council, Washington, DC.
NCHRP (National Cooperative Highway Research Program). (1997). “Laboratory determination of resilient modulus for flexible pavement design.”, Transportation Research Board, Washington, DC.
NCHRP (National Cooperative Highway Research Program). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures (M-EPDG).”, Transportation Research Board, National Research Council, Washington, DC.
Salgado, R., and Yoon, S. (2003). “Dynamic cone penetration test for subgrade assessment.”, Purdue Univ., West Lafayette, IN.
Sayegh, G. (1967). “Viscoelastic properties of bituminous mixtures.” Proc., 2nd Int. Conf. on Structural Design of Asphalt Pavement, Univ. of Michigan, Ann Arbor, MI, 743–755.
USDOT (U.S. General Accounting Office). (1997). “Transportation infrastructure highway pavement design guide is outdated.”, Highway Pavement Design, Washington, DC.
Uzan, J. (1985). “Characterization of granular material.” Transp. Res. Rec., 1022, 52–59.
Van Til, C. J., McCullough, B. F., Vallerga, B. A., and Hicks, R. G. (1972). “Evaluation of AASHTO interim guides for design of pavement structures.”, Highway Research Board, Washington, DC.
Witczak, M. W., and Fonseca, O. A. (1996). “Revised predictive model for dynamic (complex) modulus of asphalt mixtures.” Transp. Res. Rec., 1540, 15–23.
Wright, P., and Zheng, L. (1994). “Visco-elasto-plastic behaviour of a hot rolled asphalt mixture under repeated loading and the effects of temperature.” Proc., 4th Int. Conf. on Bearing Capacity of Roads and Airfields, University of Minnesota Press, Minneapolis, 1035–1065.
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©2017 American Society of Civil Engineers.
History
Received: Mar 9, 2015
Accepted: Apr 15, 2016
Published ahead of print: Mar 2, 2017
Published online: Mar 3, 2017
Discussion open until: Aug 3, 2017
Published in print: Sep 1, 2017
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