EARLY STRENGTH OF CONCRETE PATCHING MATERIALS AT LOW TEMPERATURES

Winter repair and maintenance operations of concrete bridge decks and pavement require high early strength patching materials suitable for application at subfreezing temperatures. An extensive experimental program at Rutgers University has identified four generic materials as potentially suitable to fulfil this role. Early strength tests included compressive cylinder strength of patching material and slant shear bond strength to existing concrete at 1 day and 7 days, and static and fatigue flexure strength of patched specimens at 7 days. All patch materials were cast and cured at temperatures of 15 deg F to 20 deg F. The four generically distinct materials identified were: (a) a methyl methacrylate-based material, (b) two types of magnesium phosphate-based materials, and (c) a polyurethane binder. Early strengths ranged from 1,700 psi to more than 8,000 psi. Slant shear bond strengths ranged from 2,000 psi to more than 5,000 psi. Flexural strengths, both in static and fatigue loading, are also suitable, with most materials displaying performance comparable to that of the control (unpatched) specimens. Flexure test results, however, are highly variable. The causes of this variability and ways of reducing it need further investigation.

Media Info

  • Media Type: Print
  • Features: Figures; Photos; References; Tables;
  • Pagination: pp 24-34
  • Monograph Title: Concrete and Concrete Construction
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00464514
  • Record Type: Publication
  • ISBN: 030904460X
  • Files: TRIS, TRB
  • Created Date: Dec 31 1987 12:00AM