TECHNICAL PAPERS
Nov 1, 1985
Comparison of Two Rigid Pavement Design Methods
Publication: Journal of Transportation Engineering
Volume 111, Issue 6
Abstract
A comparison of the design thickness of rigid pavement slabs as determined by the AASHTO and PCA methods is presented. The comparison is given for a wide range of truck volumes and axle weights to represent the loadings that are likely to occur on facilities ranging from residential streets to major freeways. The effect of foundation strength on slab thickness is also examined for each design method.
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References
1.
“AASHO Interim Guide for Design of Pavement Structures—1972,” American Association of State Highway and Transportation Officials, 1972.
2.
“AASHTO Interim Guide for Design of Pavement Structures—1972: Chapter III Revised, 1981,” American Association of State Highway and Transportation Officials, 1981.
3.
Knutson, M. J., Dixon, J. C., and Riley, R. C., “Design of Pavements Using the AASHO Design System,” presented at the November 9, 1982 Missouri/Kansas Concrete Paving Workshop, held at Kansas City, Mo.
4.
“Thickness Design for Concrete Highway and Street Pavements,” Portland Cement Association, 1984.
5.
“Thickness Design for Concrete Pavement,” Portland Cement Association, 1966.
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Copyright © 1985 ASCE.
History
Published online: Nov 1, 1985
Published in print: Nov 1985
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Authors
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David L. Guell, M. ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Missouri‐Columbia, Columbia, Mo. 65211
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.