EFFECT OF MIX CONDITIONING ON PROPERTIES OF ASPHALTIC MIXTURES
The serviceability of asphalt pavements is controlled by many factors, such as expected load, mixture, and environmental variables. In order to provide satisfactory serviceability, an asphalt mixture must have several characteristics: stiffness, tensile strength, resistance to fatigue, permanent deformation, and resistance to water damage. Recently, water-induced damage of asphalt mixtures has caused serious distress, reduced performance, and increased maintenance for pavements in Oregon. The information from tests performed at Oregon State University concerning three projects built between 1978 and 1980 was used to determine relationships between asphalt concrete pavement performance as indicated by resilient modulus, indirect tensile strength, fatigue life, and mix level of compaction for both as-compacted and conditioned samples. It was found that the rate of water-induced damage of asphalt mixtures was strongly related to aggregate quality and air void content of the mixture--the higher the air void content and the poorer the aggregate, the larger the loss of strength.
- Record URL:
- Summary URL:
-
Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309037506
-
Supplemental Notes:
- 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. This paper appeared in Transportation Research Record Number 968, Asphalt Mixtures and Performance.
-
Authors:
- Kim, Ok-Kee
- Bell, C A
- Hicks, R G
- Publication Date: 1984
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 86-92
- Monograph Title: Asphalt mixtures and performance
-
Serial:
- Transportation Research Record
- Issue Number: 968
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Aggregates; Air voids; Asphalt concrete; Asphalt mixtures; Asphalt pavements; Compaction; Defects; Mechanical fatigue; Modulus of resilience; Pavement distress; Pavement performance; Pavements; Tension tests; Water
- Uncontrolled Terms: Fatigue life; Indirect tensile test
- Old TRIS Terms: Air voids content; Conditioning; Pavement serviceability
- Subject Areas: Geotechnology; Highways; Materials; Pavements; I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 00394933
- Record Type: Publication
- ISBN: 0309037506
- Files: TRIS, TRB
- Created Date: Nov 30 1985 12:00AM