Skip to main content

Currently Skimming:


Pages 41-48

The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.


From page 41...
... 41   DOT representatives from six states (Arizona, California, Iowa, Louisiana, North Dakota, and South Dakota) were interviewed to collect additional information on joint sealant practices incorporated into specific projects.
From page 42...
... 42 Portland Cement Concrete Pavement Joint Sealant Practices and Performance Joint cleaning consists of five processes -- removing debris, drying, sandblasting, air blasting, and vacuuming -- that are covered in detail by the agency's specifications. The installation is accepted on the basis of constructed dimensions and visual inspection of completed seals for voids.
From page 43...
... Case Examples 43   approval and acceptance procedures and specifications used for PCC pavement joint sealants is effective for product quality assurance. The typical joint width used by the agency is 1⁄8 in.
From page 44...
... 44 Portland Cement Concrete Pavement Joint Sealant Practices and Performance finished dimension. Blow the dry sawing residue from the joint with air compressors to provide moisture and oil-free compressed air within 3 hours after a seal is restored to the finished size (Iowa DOT 2015)
From page 45...
... Case Examples 45   South Dakota SDDOT indicated projects with joint sealants demonstrating performance greater than 15 years of service life. Its practices include a 3⁄8 in.
From page 46...
... 46 Portland Cement Concrete Pavement Joint Sealant Practices and Performance SDDOT reported that important factors in improving the performance of joint sealant are • "for silicone sealants, to ensure during Inspection the necessary cleanliness to promote a good bond between the sealant and the concrete; also, to recess the sealant a little below the surface of the pavement to minimize contact with the passing traffic while maintaining the proper shape factor" and • "for hot-pour sealant, again to ensure during Inspection the necessary cleanliness prior to sealing to promote bond and enough depth of sealant to prevent loss of bond during the winter months." SDDOT practices include having its maintenance forces carry out occasional spot-fixing with hot-pour sealants on an as-needed basis. Project-level resealing is done only by contract and tends to occur every 12 to 25 years.
From page 47...
... Sealant Life Projects Condition Rating(0–5) Traffic (ADT)
From page 48...
... 48 Portland Cement Concrete Pavement Joint Sealant Practices and Performance • Joint sealant design either follows the manufacturer's instructions or is carried out within the scope of ACPA design recommendations. • Most joint preparation procedures are carried out at least twice before installation.

Key Terms



This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More information on Chapter Skim is available.