TRB Pubsindex
Text Size:

Title:

EFFECT OF COARSE AGGREGATE CONTENT ON STONE MATRIX ASPHALT RUTTING AND DRAINDOWN

Accession Number:

00714827

Record Type:

Component

Availability:

Find a library where document is available


Order URL: http://worldcat.org/isbn/309061563

Abstract:

The stone matrix asphalt (SMA) technical working group (TWG), composed of federal, state, and industry representatives, was formed in 1992. The SMA TWG developed the "SMA Model Material and Construction Guidelines". The model suggests using 20 to 28% passing the 4.75-mm sieve size. The effects of coarse aggregate content on the performance and draindown characteristics of SMA mixtures was evaluated. Performance was evaluated in terms of rutting using three wheel-tracking devices: the French pavement rutting tester, the Georgia loaded-wheel tester, and the German Hamburg wheel-tracking device. Draindown was evaluated using four tests: the German draindown test, the FHWA draindown test for open-graded friction courses, a proposed draindown test developed in the Bituminous Mixtures Laboratory at the Turner-Fairbank Highway Research Center, and the National Center for Asphalt Technology draindown test. Also, the effects of using a polymer instead of a fiber as the stabilizer in the SMA mixtures were examined. Data from the draindown tests and wheel-tracking devices showed that decreasing the coarse aggregate content reduced the amount of draindown without affecting the mixture performance in terms of rutting. When using a polymer instead of a fiber, the amount of mastic that drained down increased. On the basis of the Georgia loaded-wheel tester and the Hamburg wheel-tracking device, mixtures with the polymer had significantly lower rut depths than the mixtures with fiber. On the basis of the French pavement rutting tester, mixtures with the polymer had significantly lower rates of rutting (slopes) than mixtures with the fiber, but the rut depths at the end of the test were not statistically different.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1492, Hot-Mix Asphalt Design, Testing, Evaluation, and Performance. 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 Accession #:

01399807

Language:

English

Authors:

Mogawer, Walaa S
Stuart, Kevin D

Pagination:

p. 1-11

Publication Date:

1995

Serial:

Transportation Research Record

Issue Number: 1492
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

309061563

Features:

Figures (2) ; References (7) ; Tables (9)

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

Created Date:

Dec 4 1995 12:00AM

More Articles from this Serial Issue: