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Transverse cracking of asphalt pavements

Author: Robert A Shelquist; Iowa. Department of Transportation.; United States. Federal Highway Administration. Offices of Research and Development.
Publisher: Washington, D.C. : U.S. Dept. of Transportation, Federal Highway Administration, Office of Research and Development, 1982.
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Summary:
This report summarizes the analysis of transverse cracking in asphalt pavement by a five state study team from Iowa, Kansas, Nebraska, North Dakota, and Oklahoma. The study was initiated under the sponsorship of the Federal Highway Administration and four evaluation conferences were held during the course of the study. Each state conducted a crack inventory on their asphalt pavement. An effort was made to correlate  Read more...
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Material Type: Government publication, National government publication
Document Type: Book
All Authors / Contributors: Robert A Shelquist; Iowa. Department of Transportation.; United States. Federal Highway Administration. Offices of Research and Development.
OCLC Number: 9246641
Notes: "Summary report of a cooperative analysis by teams from Iowa, Kansas, Nebraska, North Dakota, and Oklahoma"--Cover.
"Final report"--Cover.
"July 1982"--Cover.
"Report no. FHWA-TS-82-205"--Cover.
Description: iii, 23 pages : illustrations ; 28 cm
Contents: Summary --
Background --
Study approach --
Mix design --
Maintenance of transverse cracks --
3R rehabilitation of transverse cracks --
Conclusions --
Recommendations --
References.
Responsibility: by Iowa Department of Transportation [and others] ; Robert A. Shelquist [and others].

Abstract:

This report summarizes the analysis of transverse cracking in asphalt pavement by a five state study team from Iowa, Kansas, Nebraska, North Dakota, and Oklahoma. The study was initiated under the sponsorship of the Federal Highway Administration and four evaluation conferences were held during the course of the study. Each state conducted a crack inventory on their asphalt pavement. An effort was made to correlate this inventory with numerous factors that were considered to be pertinent to the cracking problem. One state did indicate that there was a correlation between transverse cracking severity and the subsurface geology. The other states were unable to identify any significant factors as being the primary contributors. The analysis of the problem was divided into, (1) mix design, (2) maintenance, and (3) 3R rehabilitation. Many potential factors to be considered were identified under each of these three study divisions.

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Primary Entity

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