Crack and concrete deck sealant performance
2013-05
Loading...
View/Download File
Persistent link to this item
Statistics
View StatisticsJournal Title
Journal ISSN
Volume Title
Title
Crack and concrete deck sealant performance
Authors
Published Date
2013-05
Publisher
Type
Thesis or Dissertation
Abstract
The research objective of this project was to define the current state-of-the-art regarding the use of bridge deck sealants and crack sealers to extend the life of reinforced concrete bridge decks. The role of deck sealants and crack sealers is to prevent chloride ion ingress, originating from deicing materials spread on the road, from penetrating into the concrete bridge deck and corroding the reinforcing steel bars.
The report includes the information generated from a literature review and survey. The literature review focused on current and significant studies in the field of deck and crack sealing. The intent of the survey is to determine common practices for the use and application of these sealers in different states throughout the United States. After all of the information is collected and compiled from the literature review and the survey, the best materials and practices are recommended for use in Minnesota and throughout the Midwest.
Description
University of Minnesota M.S. thesis. May 2013. Major: Civil Engineering. Advisors: Arturo E. Schultz and Catherine E. Wolfgram French. 1 computer file (PDF); viii, 184 pages, appendix A.
Related to
Replaces
License
Series/Report Number
Funding information
Isbn identifier
Doi identifier
Previously Published Citation
Other identifiers
Suggested citation
Johnson, Karl Andrew. (2013). Crack and concrete deck sealant performance. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/156707.
Content distributed via the University Digital Conservancy may be subject to additional license and use restrictions applied by the depositor. By using these files, users agree to the Terms of Use. Materials in the UDC may contain content that is disturbing and/or harmful. For more information, please see our statement on harmful content in digital repositories.