An edition of Investigation of large stone-modified asphalt mixes using the Marshall method
(1991)
Investigation of large stone-modified asphalt mixes using the Marshall method
part of permanent deformation (rutting) characteristics of binder-aggregate mixtures containing conventional and modified asphalt binders phase II of cooperative study with the University of California-Berkeley and the California Department of Transportation
by Joseph D. Armijo
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This is phase II of a 3 part study. The objective of this phase is to investigate the performance of binder-aggregate mixtures as in phase I but with the inclusion of large-stone sizes up to 1/2 inches.
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Investigation of large stone-modified asphalt mixes using the Marshall method: part of permanent deformation (rutting) characteristics of binder-aggregate mixtures containing conventional and modified asphalt binders phase II of cooperative study with the University of California-Berkeley and the California Department of Transportation
1991, Montana Dept. of Highways, Engineering Experimental Station Montana State University
in English
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Book Details
Table of Contents
Literature review
Materials
Asphalt tests
Mineral filler in the modified asphalt mix
Lottman test-resistance to moisture induced damage
Aggregate gradiations
Marshall mix design for 6-inch specimens
First gradation large stone aggregates
Second gradation large stone aggregates
Recommendations.
Edition Notes
"This portion conducted for the Montana Department of Highways in conjuction with the Federal Highway Administration and the Engineering Experimental Station Montana State University.
"This is a draft report subject to review, correction and/or modification."
"July 1991."
Includes bibliographical references (p. 127).
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