Acceptance Testing of Concrete: Various Plans
Publication: Journal of Structural Engineering
Volume 109, Issue 1
Abstract
A method of evaluating various acceptance test plans for concrete is presented. This method uses operating characteristic curves and a definition of what is good concrete and what is an acceptable level of consumer's risk. The results presented in the paper are intended to illustrate the behavior of various acceptance testing procedures with a standard deviation of 500 psi (3.5 MPa). What is good or bad is not a part of the test but a criteria that all parties involved with concrete production have agreed to use. Once this agreement is reached, the operating characteristics for various testing plans should be evaluated to determine which tests provide the best balance between consumer and producer risk.
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References
1.
“Building Code Requirements for Reinforced Concrete,” ACI 318‐71, American Concrete Institute, Detroit, Mich., 1971.
2.
“Building Code Requirements for Reinforced Concrete,” ACI 318‐77, American Concrete Institute, Detroit, Mich., 1977.
3.
Chung, H. W., “How Good is Good Enough—A Dilemma in Acceptance Testing of Concrete,” Journal of the American Concrete Institute, Aug., 1978.
4.
“Commentary on Building Code Requirements for Reinforced Concrete,” ACI‐318‐71 Commentary, American Concrete Institute, Detroit, Mich., 1971.
5.
“Recommended Practice for Evaluation of Compression Test Results of Field Concrete,” ACI 214‐64, American Concrete Institute, Detroit, Mich., 1965.
6.
Snell, L., and Rutledge, R., “Statistical Behavior of Testing Plans for Concrete,” Concrete International, Feb., 198
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Copyright © 1983 ASCE.
History
Published online: Jan 1, 1983
Published in print: Jan 1983
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