EARLY DISTRESS IN CONCRETE PAVEMENTS

Concerns over roadways exhibiting distress at ages earlier than expected led the Federal Highway Administration to initiate a study to examine pavements in the Midwest. The goal was to reach an early consensus as to the mechanism of the distress, and recommend corrective actions to prevent future occurrences until additional needed research could be conducted. This report's recommendations must be taken within the context discussed in the text. Specific recommendations include advice on returning to the basic methods of concrete construction, and avoiding the use of known materials that contribute to early distress. Concrete components discussed include portland cement, fly ash, and aggregates. Also discussed are mixing and placing procedures that may detrimentally affect the strength and durability qualities of concrete through poor uniformity, workability, and air entrainment.

  • Corporate Authors:

    University of New Hampshire, Durham

    Department of Civil Engineering
    Durham, NH  United States  03824

    New Hampshire Department of Transportation

    John O. Morton Building, 7 Hazen Drive
    Concord, NH  United States  03302-0483

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Gress, D
  • Publication Date: 1997-1-9

Language

  • English

Media Info

  • Features: Figures; Photos; References; Tables;
  • Pagination: 61 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00736871
  • Record Type: Publication
  • Report/Paper Numbers: FHWA-SA-97-045, Final Report
  • Contract Numbers: DTFH71-96-TE034-NH-08
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: May 16 1997 12:00AM