EFFECT OF STRESS ON FREEZE-THAW DURABILITY OF CONCRETE BRIDGE DECKS

This report is recommended to bridge design engineers, construction engineers, concrete researchers and others concerned with concrete bridge deck deterioration. It contains the findings of research conducted to determine if stresses resulting from the action of traffic, differential settlement, warping of slabs and volume changes in the concrete will initiate or accelerate deterioration during freezing and thawing of concrete exposed to a deicing solution.

• Record URL:
  http://onlinepubs.trb.org/Onlinepubs/nchrp/nchrp_rpt_101.pdf
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00775614
• Supplemental Notes:
  • Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
• Corporate Authors:

  Transportation Research Board

  500 Fifth Street, NW
  Washington, DC  United States  20001
• Authors:
  • Callahan, J P
  • Siess, C P
  • Kesler, C E
• Publication Date: 1970

Language

• English

Media Info

• Media Type: Digital/other
• Features: Appendices; Figures; References; Tables;
• Pagination: 70 p.
• Serial:
  • NCHRP Report
  • Issue Number: 101
  • Publisher: Transportation Research Board
  • ISSN: 0077-5614

Subject/Index Terms

• TRT Terms: Bridge decks; Concrete; Corrosion; Corrosion protection; Corrosion resistant materials; Corrosion tests; Deterioration; Freeze thaw durability
• Old TRIS Terms: Freezing thawing effects
• Subject Areas: Bridges and other structures; Highways; Materials;

Filing Info

• Accession Number: 00213828
• Record Type: Publication
• Files: TRIS, TRB, ATRI
• Created Date: Oct 8 1996 12:00AM