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Title: USE OF GYRATORY TESTING MACHINE TO EVALUATE SHEAR RESISTANCE OF ASPHALT PAVING MIXTURE
Accession Number: 00600667
Record Type: Component
Availability: Find a library where document is available Abstract: Procedures currently used in the design of mixtures have several major deficiencies that affect the reliability of the designed mix. The results obtained from investigations of mix behavior in the gyratory testing machine (GTM) indicate that deficiencies in mix design are primarily associated with the characteristics of the aggregates, particularly the gradation. Mixtures compacted in the GTM to simulate field compaction were tested at 60 deg C (140 deg F) in the GTM to simulate traffic densification. It was observed that high-quality aggregate blends (no significant rutting) exhibited low sensitivity to change in asphalt content and maintained high shear resistance except at the highest asphalt content. GTM tests conducted on mixtures duplicating those observed to have early and excessive pavement rutting exhibited high sensitivity to asphalt content, lower shear resistance, and sensitivity to changes in gradation. The results obtained from this investigation indicated that the GTM can be used to evaluate the effect of aggregate characteristics on hot-mix properties and to develop procedures for mix design.
Supplemental Notes: This paper appears in Transportation Research Record No. 1259, Chip Seals, Friction Courses, and Asphalt Pavement Rutting 1990.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
Monograph Title: Chip seals, friction courses, and asphalt pavement rutting 1990 Monograph Accession #: 01410821
Authors: Sigurjonsson, SigurjonRuth, Byron EPagination: p. 63-78
Publication Date: 1990
Serial: ISBN: 0309050162
Features: Figures
(11)
; References
(6)
; Tables
(20)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Geotechnology; Highways; Materials; Pavements; I23: Properties of Road Surfaces; I31: Bituminous Binders and Materials; I36: Aggregates
Files: TRIS, TRB, ATRI
Created Date: Oct 31 1990 12:00AM
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