PATCHING OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS

This paper presents recommendations for the permanent repair of localized distress in continuously reinforced concrete pavements in Illinois. Recommendations for cost-effective patching are provided for selection of patch boundaries, sawing of the concrete, removal of concrete, replacing and splicing the reinforcing steel, preparing the patch area, placement of concrete, and curing of the patch until the area is reopened to traffic. These procedures have been validated through extensive field testing. The procedures reduce costs and lane-closure time by (a) adapting the patch size and type to fit the distress, (b) reducing reinforcement embedment length into the patch, (c) using mechanized equipment for construction, and (d) using concrete additives and curing techniques to facilitate early reopening to traffic. (Author)

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 12-17
  • Monograph Title: Bridge and Pavement Maintenance
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00341814
  • Record Type: Publication
  • ISBN: 0309032148
  • Files: TRIS, TRB
  • Created Date: Dec 22 1981 12:00AM