Investigation of large stone-modified asphalt mixes using the Marshall method
Subtitle: 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: by Joseph D Armijo, Murari Man Pradhan
Contributors: Pradhan, Murari Man, 1947-; United States. Federal Highway Administration; Montana. Department of Highways; Montana State University--Bozeman. Engineering Experimental Station
Publisher: Montana Dept. of Highways; Engineering Experimental Station Montana State University
Published: 1991
Place of publication: [Helena, Mont.]; Bozeman, Mont
Language: eng
Number of pages: 129
Subjects: Asphalt emulsion mixtures; Road materials; Marshall test; Asphalt; Asphalt tests
Description: 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.
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).
Table of contents: title: Literature review; title: Materials; title: Asphalt tests; title: Mineral filler in the modified asphalt mix; title: Lottman test-resistance to moisture induced damage; title: Aggregate gradiations; title: Marshall mix design for 6-inch specimens; title: First gradation large stone aggregates; title: Second gradation large stone aggregates; title: Recommendations.