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Title:

DESIGN AND CONTROL OF SOIL-AGGREGATE ROAD MIXTURES BY MEANS OF THE METAL HYDROMETER

Accession Number:

00229842

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

ALTHOUGH THE METAL HYDROMETER METHOD WAS DEVELOPED FOR FASTER FIELD TESTING, LABORATORY TESTING IS STILL NECESSARY FOR DETERMINING THE PLASTICITY INDEX VALUES OF BINDER SOILS. IN PENNSYLVANIA, THE SPECIFICATIONS PERMIT A ZERO PLASTICITY INDEX ON WEARING COURSE, BUT REQUIRE THAT THE BINDER SOIL ORIGINALLY USED MUST HAVE A PLASTICITY INDEX OF NOT LESS THAN FIVE. ALSO THE SPECIFICATIONS PERMIT FROM 10 TO 40 PERCENT OF THE SOIL MORTAR FRACTION OF THE FINISHED MIX TO PASS THE NO. 270 SIEVE DEPENDING ON THE DESIGN BEING USED.

Supplemental Notes:

Vol 18, ParT II, PP 201 - 205, 3 FIG, 1 TAB. 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 #:

01490398

Authors:

Rahn, G A
Woodring, P W
COLEMAN, R J

Editors:

Crum, Roy W

Publication Date:

1939 (approximate)

Serial:

Highway Research Board Proceedings

Volume: 18
Publisher: Highway Research Board

Media Type:

Digital/other

Old TRIS Terms:

Subject Areas:

Geotechnology; Highways

Files:

TRIS, TRB

Created Date:

Jun 22 1971 12:00AM

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