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Title: LABORATORY STUDY ON DRAINDOWN OF ASPHALT CEMENT IN STONE MATRIX ASPHALT
Accession Number: 00715642
Record Type: Component
Availability: Find a library where document is available Abstract: Draindown of asphalt cement is one problem encountered so far with stone matrix asphalt. A simple test to quantitatively measure draindown was developed in this study. A round robin study was conducted to measure the variability of the test method and a detailed experiment was carried out to find the effects of the percentage passing the 4.75 mm (No. 4) sieve, stabilizer, filler, and asphalt content on draindown. Results of the round robin study showed that the proposed test method is a good test to distinguish between mixes with and without draindown potential. Draindown of asphalt cement was found to be affected significantly by type of filler, the percentage passing the 4.75 mm (No. 4) sieve, the asphalt content, and the type and amount of stabilizer.
Supplemental Notes: This paper appears in Transportation Research Record No. 1513, Flexible Pavement Construction. 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: Monograph Accession #: 01399811
Language: English
Authors: Brown, E RMallick, Rajib BasuPagination: p. 25-38
Publication Date: 1995
Serial: ISBN: 0309061733
Features: Figures
(8)
; Photos
(1)
; References
(3)
; Tables
(8)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Highways; Materials; I31: Bituminous Binders and Materials
Files: TRIS, TRB, ATRI
Created Date: Jan 24 1996 12:00AM
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