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Density standards for field compaction of granular bases and subbases

Author: Joseph P RostronFreddy L RobertsWilliam BaronAmerican Association of State Highway and Transportation Officials,United States. Federal Highway Administration,All authors
Publisher: Washington, D.C. : Transportation Research Board, National Research Council, 1976.
Series: Report (National Cooperative Highway Research Program), 172.
Edition/Format:   Print book : English
Summary:
This report presents the findings of a study to evaluate current procedures and criteria for the setting of density standards to control compaction during construction of granular base and subbase courses, and to develop more appropriate procedures and criteria. An extensive laboratory test program was carried out, comprising seven methods of compaction and four materials under various moisture conditions and  Read more...
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Document Type: Book
All Authors / Contributors: Joseph P Rostron; Freddy L Roberts; William Baron; American Association of State Highway and Transportation Officials,; United States. Federal Highway Administration,; Clemson University. Department of Civil Engineering.
ISBN: 0309025133 9780309025133
OCLC Number: 2935188
Notes: In statement of responsibility, J.P. Roston should read as: J.P. Rostron.
"Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration."
"The research reported herein was performed under NCHRP Project 4-8 (2) by the Department of Civil Engineering, Clemson University, with Joseph P. Rostron, Professor of Civil Engineering, as Principal Investigator"--Unnumbered preliminary page iv.
Description: 73 pages : illustrations ; 28 cm.
Series Title: Report (National Cooperative Highway Research Program), 172.
Responsibility: J.P. Roston, F.L. Roberts, and W. Baron.

Abstract:

This report presents the findings of a study to evaluate current procedures and criteria for the setting of density standards to control compaction during construction of granular base and subbase courses, and to develop more appropriate procedures and criteria. An extensive laboratory test program was carried out, comprising seven methods of compaction and four materials under various moisture conditions and gradations. The aggregates tested were a granite-gneiss a crushed gravel, a dolomitic limestone, and a basalt. A prototype field compact testing program was conducted using the same four aggregates. Procedures and criteria are proposed for use by highway agencies.

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