Structures Congress 2020
Case Study: Mitigation of Alkali Silica Reaction in a Signature Stay-Cable Bridge
Publication: Structures Congress 2020
ABSTRACT
Also known as the Great River Bridge, the US-34 Burlington Bridge is a signature stay-cable structure spanning over the Mississippi River between Gulf Port, Illinois, and Burlington, Iowa. Opened to traffic in 1993, the main river crossing span is supported by stay cables connected to two 305-foot tall reinforced concrete pylons. In 1992, prior to the bridge being opened to traffic, vertical hairline cracks were observed on the interior and exterior faces of the concrete pylons. The width of the cracks continued to increase slowly and consistently over time. The size and location of the cracks suggested that they may be structural in nature. Extensive investigations performed between 1999 and 2004 could not completely identify the cause or significance of the cracking. A more recent investigation was performed after the crack widths had grown to 1/4 inch wide. This follow-up study utilized instrumentation, material sampling, laboratory testing, and computer analyses, which determined the cause of the crack growth to be due to an alkali-silica reaction (ASR) in the concrete pylons. This case study will discuss the results of the investigation and why the cause of the crack was so difficult to identify. In addition, potential approaches to mitigate ASR deterioration in existing concrete structures will be presented.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Abe et al. “The Effect of Surface Coating on Inhibition of Alkali-Silica Reaction”, Rehabilitation of Concrete Structures,International RILEM/CSIRO/ACRA Conference, Melbourne, Australia, pp. 409-414, 1992.
Baillemont et al. “Diagnosis, Treatment and Monitoring of a Bridge Damaged by AAR”, Proceedings of the 11th International Conference on Alkali-Aggregate Reaction, Quebec City, QC, Canada, pp. 1099-1108, 2000.
Burgher et al. “Investigation of the Internal Stresses Caused by Delayed Ettringite Formation in Concrete”, Report. No. FHWA/TX-09/0-5218-1,Center for Transportation Research, The University of Texas at Austin, November 2008.
Eskridge et al. “Mitigation Techniques for Structures with Premature Concrete Deterioration due to ASR/DEF”, ACI Materials Journal, V.106, No. 3, May-June 2009.
Folliard et al. “Guidelines for the Use of Lithium to Mitigate or Prevent ASR”, Report No. FHWA-RD-03-047, FHWA. July 2003.
Fournier et al. “Report on the Diagnosis, Prognosis, and Mitigation of Alkali-Silica Reaction (ASR) in Transportation Structures,” Report No. FHWA-HIF-09-004, FHWA, January 2010.
Fuji et al. “Surface Treatment for Concrete Structures Damaged By Alkali-Aggregate Expansion”, Proceedings of the 8th International Conference on Alkali-Aggregate Reaction, Kyoto, Japan, pp. 875-880, 1989.
Kamimoto and Wakasugi. “Effect of Coating with Flexible Polymer Modified Cement Mortar on Inhibition of Alkali Silica Reaction”, Proceedings of the Symposium on Polymer-Modified Hydraulic-Cement Mixtures and Mortars, ASTM Special Technical Publications 1176, ASTM International, West Conshohocken, PA, pp. 34-43, June 1992.
TxDOT Project 0-5218 Project Summary: “Extending Service Life of Large or Unusual Structures Affected by Premature Concrete Deterioration”, Center for Transportation Research, The University of Texas at Austin, August 2008.
TxDOT Project 0-6491 Project Summary: “Non-destructive Evaluation of In-Service Concrete Structures Affected by Alkali-Silica Reaction (ASR) or Delayed Ettringite Formation (DEF)”, Center for Transportation Research, The University of Texas at Austin, August 2012.
Information & Authors
Information
Published In
ISBN (Online): 978-0-7844-8289-6
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Apr 2, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.