SEALING CONCRETE PAVEMENT JOINTS FOR ZERO MAINTENANCE

The report recommends the use of a sealant that satisfies ASTMD 34-6-75T with frequent joints, adequate joint configuration and good installation practices. This specification (Tentative Specification for Joint Sealants, Hot-poured, Elastomeric Type, for Portland Cement Concrete Pavements) includes a resiliency requirement as a measure of ability to reject incompressibles, allows no flow at 158 deg F and has an artifical weathering test requirement to indicate life expectancy. The joint shape factor, and sealant installation and joint cleaning are discussed. The use of a premium joint sealant properly applied into a reservoir correctly designed, spaced and cleaned will produce a zero-maintenance joint. An owner may now require an extended warranty that the sealant will keep water and incompressibles out of the joint for a minimum period of 10 years. This has been accomplished at commercial and military airports as well as major toll highway facilities.

  • Availability:
  • Corporate Authors:

    Concrete Construction Publications, Incorporated

    P.O. Box 321
    Addison, IL  United States  60101
  • Authors:
    • Knoblock Jr, G C
  • Publication Date: 1977-8

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 433-436
  • Serial:
    • CONCRETE CONSTRUCTION
    • Volume: 22
    • Issue Number: 8
    • Publisher: CEMENT & CONCRETE ASSOCIATION OF NEW ZEALAND
    • ISSN: 0549-0219

Subject/Index Terms

Filing Info

  • Accession Number: 00163695
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Mar 7 1978 12:00AM