BEHAVIOR OF COLD MIXES UNDER REPEATED COMPRESSIVE LOADS
TWO DIFFERENT TYPES OF CUTBACK ASPHALT WERE EMPLOYED TO ASSESS THE EFFECTS OF TESTING TEMPERATURE, CUTBACK CONTENT, AGGREGATE GRADATION, CURING TIME, AND TYPE OF CUTBACK ASPHALT ON THE BEHAVIOR OF BITUMINOUS AGGREGATE MIXTURES UNDER REPEATED COMPRESSIVE LOAD IN UNCONFINED CONDITIONS AND TO DETERMINE THE MODULUS OF RESILIENCE OF THESE MIXES UNDER SPECIFIC CONDITIONS. ELEVEN CONCLUSIONS ARE REACHED ON THE BASIS OF THE TEST RESULTS.
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Supplemental Notes:
- Sponsored by Committee on Bituminous Aggregate Bases. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Howeedy, M Fayek
- Herrin, Moreland
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Conference:
- 51st Annual Meeting of the Highway Research Board
- Location: Washington District of Columbia, United States
- Date: 1972-1-17 to 1972-1-21
- Publication Date: 1972
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 57-70
- Monograph Title: Asphalt mixture characterization and asphalt grading
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Serial:
- Highway Research Record
- Issue Number: 404
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Accelerated tests; Aggregate gradation; Bituminous mixtures; Cold mix paving mixtures; Compression tests; Concrete curing; Fatigue (Mechanics); Liquid asphalt; Modulus; Repeated loads; Resilience (Materials); Temperature
- Uncontrolled Terms: Fatigue life
- Subject Areas: Highways; Materials;
Filing Info
- Accession Number: 00211773
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Apr 2 1973 12:00AM