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Author:
Sutter, Lawrence L., author. Michigan Department of Transportation.
Title:
Investigation of Deterioration of Joints in Concrete Pavements: Field Study of Penetrating Sealers Lawrence L. Sutter and Gerald C. Anzalone
Publisher:
National Concrete Pavement Technology CenterIowa State University
Copyright Date:
2016
Description:
xiv, 84 pages (101 pages in PDF file) illustrations, photographs, charts (chiefly color)
Subject:
Pavements, Concrete--Joints.
Chloride
Joint sealing
Pavement joints
Portland cement concrete
Sealing compounds
Silane
chloride profile
joint deterioration
MnROAD testing
Siloxane
Other Authors:
Anzalone, Gerald C., author. Michigan Technological University.
Taylor, Peter, originator. Iowa State University.
Iowa State University. National Concrete Pavement Technology Center, performing body.
United States. Federal Highway Administration, sponsoring body.
Notes:
March 2016 -- Technical Report Documentation Page Note: This record contains links to both the full report and the tech transfer summary. The summary is not cataloged separately.
Scope Note:
Technical Report -- Technical Report Documentation Page
Summary:
The objective of this research was to assess the efficacy of various waterproofing sealers applied to pavement joints with respect to limiting water ingress. The measure of water ingress was the chloride concentration profile as measured by scanning electron microscopy and energy dispersive spectroscopy. The fieldwork was conducted at the MnROAD facility. Cores were retrieved from pavements to assess the before condition. Various silane- and siloxane-based sealers were applied in 2013, and the pavements were exposed to service for two years. After two years, cores were retrieved. The chloride profiles for various pavement sites were compared before and after application of the sealer. No appreciable differences were noted. The lack of measured differences is attributed to the short time span allowed for ingress. The older pavements measured had a considerable degree of chloride ingress and, as such, small changes were difficult to detect. The newer pavement analyzed also showed no appreciable change, but it would be worth re-analyzing after more time has elapsed (e.g., two more years).
OCLC:
(OCoLC)946091339
Locations:
IAOX771 -- State Library of Iowa (Des Moines)

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