TECHNICAL PAPERS
Nov 1, 2007

Field Study of Concrete Maturity Methodology in Cold Weather

Publication: Journal of Construction Engineering and Management
Volume 133, Issue 11

Abstract

The objective of this study was to assess the reliability and potential benefits of using the concrete maturity method in cold weather. This paper reviews the concrete maturity method, describes the technology and field observations, and discusses potential benefits of using concrete maturity in cold climates. The concrete maturity method is based on the idea that concrete strength development is strongly correlated with the curing temperature history. Modern sensor and processing devices (loggers) are able to measure and record the temperature of concrete over time. This information could be used to predict concrete strength over time. Findings from a case study in application of the maturity method in an industrial construction project in Edmonton, Alta., Canada indicated a significant potential time and cost reduction. The study also indicated that the concrete maturity methodology enables reliable quality control through the accurate estimation of in-place concrete strength. The real time information available through the concrete maturity method allowed the project manager to be proactive in managing heating and protection to ensure that the proper level of concrete strength was developed.

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Acknowledgments

The writers would like to thank FIATECH (Fully Integrated and Automated TECHnology), Imperial Oil, BIRD Construction, and Engius for their support of this study.

References

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ASTM. (2000). Standard practice for estimating concrete strength by the maturity method, ASTM C 1074-98, Vol. 04.02, West Conshohocken, Pa.
Bagheri-Zadeh, S.-H. (2005). “Field study of concrete maturity method in very cold weather.” MSc dissertation, Univ. of Alberta, Edmonton, Alta., Canada.
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Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 133Issue 11November 2007
Pages: 827 - 835

History

Received: Jul 5, 2006
Accepted: Feb 1, 2007
Published online: Nov 1, 2007
Published in print: Nov 2007

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Authors

Affiliations

Seyed-Hassan Bagheri-Zadeh [email protected]
Mechanical Estimator, Lockerbie and Hole Management Corp., Edmonton AB, Canada. E-mail: [email protected]
Hyoungkwan Kim [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Yonsei Univ., Seoul 120-749, Korea (corresponding author). E-mail: [email protected]
Scott Hounsell [email protected]
Construction Engineering Manager, Fluor Corporation, Calgary AB, Canada. E-mail: [email protected]
Charles R. Wood [email protected]
Manager, Project Controls, KBR Energy and Chemicals, Houston, TX 77002. E-mail: [email protected]
Hamid Soleymani [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7. E-mail: [email protected]
Michael King [email protected]
Construction Technology, Fluor Corporation, Calgary, AB, Canada. E-mail: [email protected]

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