TECHNICAL PAPERS
Feb 1, 2005

Levelness of Newly Constructed Posttensioned Slabs for Residential Structures

Publication: Journal of Performance of Constructed Facilities
Volume 19, Issue 1

Abstract

This paper presents an analysis of data from surface elevation surveys performed on 971 newly constructed posttensioned slabs-on-ground for single-family structures in California. The results of 1,368 manometer surveys were collected by the California Geotechnical Engineers Association (CGEA) and made available for this study. The parameters studied were maximum elevation differential, maximum elevation differential along the edges, maximum edge-to-interior differential, maximum local gradient, and local levelness FL number. In addition, data from 397 slabs surveyed both before tensioning and after tensioning/loading were analyzed. Results of the statistical analyses are presented in the form of histograms and cumulative frequency distribution curves, as well as in tabular form. The study showed that posttensioned slabs-on-ground for residential structures are not built level; they typically have some as-built elevation differentials and local gradients. If manometer surveys are made on newly constructed slabs, such as-built elevation differentials and surface gradients can be documented and distinguished from any long-term differentials or angular distortions that might occur because of postconstruction ground movement.

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Acknowledgments

The writers express their appreciation to the California Geotechnical Engineers Association for making this study possible by coordinating the data-collection phase and by partially funding the analysis phase. The writers would also like to thank the consulting firms that provided the slab survey data for this study, as well as Dr. Vera Berger, who assisted with the statistical analyses. The writers’ interpretation of the data and the professional opinions expressed herein are not necessarily endorsed by the California Geotechnical Engineers Association.

References

American Concrete Institute (ACI), Committee 117 (1990). “Standard specifications for tolerances for concrete construction and materials.” ACI-117-90, and “Commentary.” ACI-117R-90, Detroit.
Bondy, K. B. (2000). “Performance evaluation of residential concrete foundations.” PTI Technical Notes 9, 1–6, Post-Tensioning Institute, Phoenix, Arizona.
Lapin, L. L. (1998). Probability and statistics for modern engineering, 2nd Ed., Waveland Press, Prospect Heights, Ill.
Marsh, E. T. and Thoeny, S. A. (1999). “Damage and distortion criteria for residential slab-on-grade structures.” J. Perform. Constr. Facil., 13(3), 121–127.
Walsh, K. D., Bashford, H. H., and Mason, B. C. A. (2001). “State of practice of residential floor slab flatness.” J. Perform. Constr. Facil., 15(4), 127–134.
Walsh, K. D., and Miguel, G. P. (2003). “Method for forensic analysis of residential floor-elevation data.” J. Perform. Constr. Facil., 17(3), 110–117.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 19Issue 1February 2005
Pages: 49 - 55

History

Received: May 19, 2003
Accepted: Mar 29, 2004
Published online: Feb 1, 2005
Published in print: Feb 2005

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Authors

Affiliations

Iraj Noorany, M.ASCE
Professor Emeritus, San Diego State Univ., Noorany Geotechnical Consulting, Inc., La Jolla, CA 92037-3531.
E. David Colbaugh, M.ASCE
Director, CGEA, Principal Geotechnical Engineer, Evans, Colbaugh & Assoc., Inc., San Marcos, CA 92078.
Ronald J. Lejman, M.ASCE
Principal Geotechnical Engineer, Lejman Geotechnical Group, Inc., Laguna Hills, CA 92653.
Michael J. Miller, M.ASCE
Director, CGEA, Principal Geotechnical Engineer, Stoney-Miller Consultants, Inc., Irvine, CA 92618.

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