An edition of Investigation of conventional aggregates and modified asphalt mixes using the Marshall method
(1990)
Investigation of conventional aggregates and modified asphalt mixes using the Marshall method
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 Joseph D. Armijo
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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.
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Subjects
Road materials, Asphalt, Aggregates (Building materials), Asphalt emulsion mixtures, Testing, Asphalt tests, Binders, Marshall testPlaces
Montana| Edition | Availability |
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1
Investigation of conventional aggregates and modified asphalt mixes using the Marshall method: 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
1990, Montana Dept. of Highways, Engineering Experimental Station Montana State University
in English
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Book Details
Table of Contents
Marshall method of mix design
Model of deformation
Materials
Methods and procedures
Test results and observations
Experimental design.
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."--Cover.
Cover title.
"March 1990"--Cover.
Includes bibliographical references (p. 82-83).
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