Lessons Learned from the Treat Island Marine Exposure Site

Article Preview

Abstract:

The marine exposure site on Treat Island near Eastport, Maine, was built more than 75 years ago and during this period a wide range of concrete types have been placed on the site. Treat Island represents a very severe exposure condition with the highest tides in the world, salinity typical of the Atlantic Ocean and approximately 100 freeze-thaw cycles per annum. The various research programs that have used this facility have investigated the effects of numerous parameters including fibre-reinforcement, polymer-impregnation, supplementary cementing materials, sulfur concrete, high-alumina cement, ettringite-based rapid-set binders, w/cm and strength, ultra-high-performance concrete, corrosion-resistant reinforcement, impact of load and cracking, “mechanical air-entrainment”, and use of corrosion-inhibiting admixtures. Performance has been evaluated in a number of ways including visual assessment, pulse velocity, dynamic modulus, chloride profiling, and electro-chemical corrosion monitoring. The paper presents an overview of “lessons learned” with detailed information on factors affecting the rate of chloride ingress.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

390-396

Citation:

Online since:

September 2016

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M.L. Wilson, Concrete in the Marine Environment - Treat Island Marine Exposure Station, Concrete Technology Today, CT052, 26 (2005).

Google Scholar

[2] V. Malhotra, T. Bremner, Performance of Concrete at Treat Island, USA: CANMET Investigations, Performance of Concrete in Marine Environment, Third CANMET/ACI International Conference SP-163, St. Andrews by-the-Sea, Canada, 1996, pp.1-52.

DOI: 10.14359/1344

Google Scholar

[3] M.D.A. Thomas, T.W. Bremner, A.C.N. Scott, Actual and modeled performance in a tidal zone. Concrete International, November, 2011, pp.23-28.

Google Scholar

[4] M.D.A. Thomas, A. Scott, T.W. Bremner, A. Bilodeau, D. Day, Performance of slag concrete in a marine environment, ACI Materials Journal, Vol. 5, No. 6, 2008, pp.628-634.

Google Scholar

[5] M.D.A. Thomas, T. Bremner, Performance of lightweight aggregate concrete containing slag after 25 years in a harsh marine environment, Cement and Concrete Research, Vol. 42, 2012, pp.358-364.

DOI: 10.1016/j.cemconres.2011.10.009

Google Scholar

[6] O. Skjolsvold, H. Justnes, T.A. Hammer, P. Fidjestol, Long-Term Chloride Intrusion in Field-Exposed Concrete with and without Silica Fume, ACI SP-242, American Concrete Institute, Farmington Hills, MI, 2007, pp.199-210.

DOI: 10.14359/18715

Google Scholar

[7] K. Riding, M.D.A. Thomas, K.J. Folliard, Apparent Diffusivity Model for Concrete Containing Supplementary Cementitious Materials, ACI Materials Journal, 110(6), November-December 2013, pp.705-714.

DOI: 10.14359/51686338

Google Scholar

[8] M.A. Ehlen, M.D.A. Thomas, and E.C. Bentz, Life-365 Service Life Prediction Model™ Version 2. 0, Concrete International, May, 2009, pp.41-46.

Google Scholar