Evaluation of Concrete Pavements with Materials-Related Distress [Final Report and Appendices]

Details

• Creators:
  Sutter, Lawrence ; VanDam, Thomas ; Peterson, Karl
• Corporate Creators:
  Michigan Tech Transportation Institute
• Corporate Contributors:
  Michigan. Dept. of Transportation. Construction and Technology Division
• Subject/TRT Terms:
  • Concrete pavements
  • Frost damage
  • Pavement distress
  • Pavements, Concrete--Evaluation
  • Pavements, Concrete--Frost damage
• Publication/ Report Number:
  RC-1533
• Resource Type:
  Tech Report
• Geographical Coverage:
  Michigan
• OCLC Number:
  671485953
• Edition:
  Final report.
• Corporate Publisher:
  Michigan. Dept. of Transportation
• NTL Classification:
  NTL-HIGHWAY/ROAD TRANSPORTATION-Materials ; NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance ; NTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance
• Abstract:
  An evaluation of cores sampled from six concrete pavements was performed. Factors contributing to pavement distress observed in the field were determined, including expansive alkali-silica reactivity and freeze-thaw deterioration related to poor entrained air-void parameters. A laboratory study to investigate the role of alkali-silica reactivity through accelerated mortar bar and concrete prism testing was proposed. ; Because of their large sizes, Appendices A through G are attached to the Supporting Files tab and may be downloaded individually.
• Format:
  PDF
• Funding:
  2003-0063
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/18338/dot_18338_DS1.pdf
• File Type:
  [PDF - 6.97 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:cfd1955136cee05d59cfd13f4aa562503008d57da1410608eedd8f85f377b38d