PRECAST REPAIR OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT. ABRIDGMENT

An initial investigation into the applicability of repairing continuously reinforced concrete pavement (CRCP) by using precast repair slabs is described. To maintain continuity in the longitudinal reinforcement of CRCP, steel connections at the ends of the repair slab are the critical part of this repair technique. These connections may be made by welding, clamping, or use of commercial rebar connectors. Polymer concrete is a fast-setting material that has excellent properties as a cast-in-place repair material for use around these steel connections. Calculations of volume change indicate the possible development of excessive steel stresses at these connections on slabs longer than approximately 7 ft (2.13 m). This is attributed to the restraint of the concrete after its development of sufficient tensile strength that resists the normal cracking, which occurs early in the age of newly constructed CRCP. The use is postulated of a weakened plane situated in the center of the slab to cause the concrete to fracture before excessive steel stresses develop. (Author)

Media Info

  • Media Type: Print
  • Features: Figures; References;
  • Pagination: pp 9-12
  • Monograph Title: Bridge and Pavement Maintenance
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00341813
  • Record Type: Publication
  • ISBN: 0309032148
  • Files: TRIS, TRB
  • Created Date: Dec 22 1981 12:00AM