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Low-temperature cracking : field validation of the thermal stress restrained specimen test

Author: Hannele K Kanerva; Ted S Vinson; Huayang Zeng; Oregon State University. Department of Civil Engineering.; Strategic Highway Research Program (U.S.)
Publisher: Washington, DC : Strategic Highway Research Program, National Research Council, 1994.
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Database:WorldCat
Summary:
The purpose of the field validation program was to evaluate the thermal stress restrained specimen test (TSRST) as the accelerated performance test to predict low-temperature cracking of asphalt concrete mixtures. Construction histories, cracking observations, and temperature data were collected for five test roads. In addition, a validation program was conducted at the United States Army Cold Regions Research and  Read more...
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Additional Physical Format: Online version:
Kanerva, Hannele K.
Low-temperature cracking.
Washington, DC : Strategic Highway Research Program, National Research Council, 1994
(OCoLC)692428329
Material Type: Government publication, National government publication, Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: Hannele K Kanerva; Ted S Vinson; Huayang Zeng; Oregon State University. Department of Civil Engineering.; Strategic Highway Research Program (U.S.)
ISBN: 0309058082 9780309058087
OCLC Number: 30819300
Notes: "SHRP-A-401."
"June 1994"--Title page verso.
"Contract A-033A"--Title page verso.
Description: ix, 116 pages : illustrations ; 28 cm
Contents: Introduction --
Experiment designs --
Test results --
Conclusions and recommendations --
References --
Appendices.
Other Titles: Field validation of the thermal stress restrained specimen test
SHRP-A-401
Responsibility: Hannele K. Kanerva, Ted S. Vinson, Huayang Zeng (Dept. of Civil Engineering, Oregon State University).

Abstract:

The purpose of the field validation program was to evaluate the thermal stress restrained specimen test (TSRST) as the accelerated performance test to predict low-temperature cracking of asphalt concrete mixtures. Construction histories, cracking observations, and temperature data were collected for five test roads. In addition, a validation program was conducted at the United States Army Cold Regions Research and Engineering Laboratory. The laboratory test program consisted of performing the TSRST on specimens fabricated in the laboratory with original materials from the test roads and asphalt concrete pavement specimens cut from the actual test sections. In addition, the field pavements were monitored for crack history and, where possible, crack initiation. TSRST fracture temperature correlated with field cracking temperature and crack frequency. TSRST results can be used to predict field low-temperature cracking of asphalt-aggregate mixtures. Preliminary models to predict cracking frequency and temperature for the test roads were developed.

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Primary Entity

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