COMPACTIBILITY OF ASPHALT PAVING MIXTURES AND RELATION TO PERMANENT DEFORMATION
Most current specifications require asphalt paving mixtures to be compacted to a specified density, which in general is equivalent to a certain percentage of laboratory compaction. The application of such a density requirement in conditions of high in-service pavement temperatures and heavy traffic loading has resulted in many cases in excessive permanent deformation within the asphalt layers. For this reason, research has been carried out with the objective of studying the compactive effort. The effect of mix variables such as filler content, binder content, and type of binder is included in the experimental program. Marshall specimens for each mix were subjected to compaction levels of from 5 to 100 blows on each face. Each specimen was then tested for creep at 40 deg C under a controlled constant stress (0.1 MPa) for 30-min load duration. Based on the experimental data and using linear regression analysis, relation between compactibility and stiffness characteristics for each mix is established that is important in controlling permanent deformation distresses.
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Characteristics of Bituminous Paving Mixtures to Meet Structural Requirements. 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:
- Bissada, Amir F
- Publication Date: 1983
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 1-10
- Monograph Title: Asphalt materials, mixtures, construction, moisture effects and sulfur
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Serial:
- Transportation Research Record
- Issue Number: 911
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Asphalt mixtures; Asphalt pavements; Binder content; Compactibility; Creep; Deformation; Fillers; High temperature; Linear regression analysis; Regression analysis; Specifications; Stiffness; Stresses; Traffic loads
- Subject Areas: Construction; Data and Information Technology; Freight Transportation; Highways; Materials; I52: Construction of Pavements and Surfacings;
Filing Info
- Accession Number: 00390784
- Record Type: Publication
- ISBN: 0309035546
- Files: TRIS, TRB
- Created Date: Dec 30 1984 12:00AM