Process of In-Place Evaluation of Concrete Strength
Publication: Journal of Materials in Civil Engineering
Volume 10, Issue 4
Abstract
In-place test methods are available that can be used as alternatives to testing field-cured specimens to evaluate concrete strength in a structure. However, in-place test results do not represent the compressive strength of concrete directly but are empirically correlated to the compressive strength. Therefore, to use in-place test methods to estimate the strength of concrete, a preestablished relationship is required between the in-place test results and standard cylinder test results. In addition, a statistically based procedure is needed for a reliable estimate of concrete strength based on the strength relationship and in-place test results. This paper describes the statistical framework for developing the strength relationship and provides a step-by-step procedure to evaluate the characteristic compressive strength of concrete from in-place test results. Pullout test data are used to illustrate the use of these computational procedures.
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References
1.
“Building code requirements for reinforced concrete.” (1995). ACI 318-95, Am. Concrete Inst., Detroit, Mich.
2.
Carino, N. J. (1993). “Statistical method to evaluate in-place test results.”Proc., New Concrete Technol., Tony C. Liu and George C. Hoff, eds., Am. Concrete Inst., Detroit, Mich., 39–64.
3.
Carino, N. J., and Stone, W. C. (1987). “Analysis of in-place test data with spreadsheet software.”Proc., Computer Use for Statistical Analysis of Concrete Test Data, P. Balaguru and V. Ramakrishnan, eds., Am. Concrete Inst., Detroit, Mich., 1–26.
4.
Chang, L. M., and Wang, C. B. (1996). “Real time evaluation of in-place strength of high-performance concrete.”Final Rep. to the Build. and Fire Res. Lab., Nat. Inst. of Standards and Technol., School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
5.
“In-place methods to estimate concrete strength.” (1995). ACI 288.1R-95, Am. Concrete Inst., Detroit, Mich.
6.
Mandel, J.(1984). “Fitting straight lines when both variables are subject to error.”J. Quality Technol., 16(1), 1–14.
7.
Mendenhall, W., Reinmuth, J. E., and Beaver, R. (1989). Statistics for management and economics. PWS-KEN Publishing Co., Boston, Mass.
8.
“Standard practice for choice of sample size to estimate a measure of quality for a lot or process.” (1996a). ASTM E 122, ASTM, West Conshohocken, Pa.
9.
“Standard practice for dealing with outlying observations.” (1996b). ASTM E 178, ASTM, West Conshohocken, Pa.
10.
Stone, W. C., Carino, N. J., and Reeve, C. P.(1986). “Statistical methods for in-place strength predictions by the pullout test.”ACI J., 83(5), 745–756.
11.
Stone, W. C., and Reeve, C. P.(1986). “A new statistical method for prediction of concrete strength from pullout tests.”J. Cement, Concrete, and Aggregates, ASTM, 8(1), 3–12.
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Copyright © 1998 American Society of Civil Engineers.
History
Published online: Nov 1, 1998
Published in print: Nov 1998
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