Investigation of conventional aggregates and 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 I 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: 1990
Place of publication: [Helena, Mont.]; Bozeman, Mont
Language: eng
Number of pages: 83
Subjects: Road materials; Asphalt; Aggregates (Building materials); Asphalt emulsion mixtures; Testing; Asphalt tests; Binders; Marshall test
Description: This is phase I of a 3 part study.  The purpose of the project is to study the permanent deformation characteristics of binder-aggregate mixtures containing conventional asphalt and modified asphalt binders subjected to repetitive applications of stresses resulting from increased tire pressure associated with increased truck axle loads and the use of radial tires.
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."--Cover.

Cover title.

"March 1990"--Cover.

Includes bibliographical references (p. 82-83).
Table of contents: title: Marshall method of mix design; title: Model of deformation; title: Materials; title: Methods and procedures; title: Test results and observations; title: Experimental design.