ASTM D 3387 : 2011 : REDLINE
Current
The latest, up-to-date edition.
Standard Test Method for Compaction and Shear Properties of Bituminous Mixtures by Means of the U.S. Corps of Engineers Gyratory Testing Machine (GTM)
English
01-08-2011
CONTAINED IN VOL. 04.03, 2015 Defines a testing machine that generates a precisely controlled gyratory kneading process which is used to prepare and test specimens of bituminous paving mixtures.
Committee |
D 04
|
DocumentType |
Redline
|
Pages |
13
|
PublisherName |
American Society for Testing and Materials
|
Status |
Current
|
1.1 This method employs a testing machine (Fig. 1) that generates a precisely controlled gyratory kneading process which is used to prepare and test specimens of bituminous paving mixtures. This method is intended for use in bituminous mixtures design and control testing as well as accelerated traffic simulation. The objective is to compact to the ultimate in place density under the anticipated vertical stress while monitoring the process in terms of unit mass, and shearing resistance including the plastic properties. Particular attention is given to the development of the plastic properties associated with the compaction phenomenon. The maximum permissible bitumen content is indicated directly by the first evidence of a progressive increase in shear strain (as indicated by a progressive increase in the gyratory angle) accompanied by a progressive reduction in shear strength (as indicated by a progressive reduction in roller pressure.) The procedures described here are for mix design and plant control as well as accelerated traffic simulation.
1.2 This test method covers two separate modes of operation of the Gyratory Testing Machine (GTM), namely: (1) GTM oil-filled roller mode; and (2) GTM air-filled roller mode. With the air filled roller, the GTM machine angle varies according to the resistance encountered during the gyratory kneading process. Thus the GTM using the air-filled roller is considered a better mechanical analog of the interaction between pneumatic tire and pavement structure.
1.3 This test method is for use with mixtures containing asphalt cement, asphalt binder cutback asphalt, asphalt emulsion. Test molds are available in 4- in. (101.6 mm), 6-in. ( 152.4 mm), and 8-in. (203.2 mm)diameters with corresponding height of 8-in (203.2 mm), 10-in.(254.0 mm), and 12-in. (304.8 mm) respectively. These molds can accommodate maximum particle sizes of 1 in. (25.4 mm) 1.5-in. (38.1 mm) and 2.0-in. (50.8 mm) respectively.
1.4 Units—The values stated in inch pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.5 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
1.6 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
FIG. 1 Largest Model of Gyratory Testing Machine
ASTM D 4867/D4867M :2009 | Standard Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures |
ASTM D 4125/D4125M : 2010 : R2016 | Standard Test Methods for Asphalt Content of Bituminous Mixtures by the Nuclear Method |
ASTM D 3089 : 1997 : R2008 | Standard Practice for Determining the A-D Dimension of Aerosol Valve Dip Tubes |
ASTM D 4125/D4125M : 2010 | Standard Test Methods for Asphalt Content of Bituminous Mixtures by the Nuclear Method |
ASTM D 4867/D4867M : 2009 : R2014 | Standard Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures |
ASTM D 3496 : 1999 | Standard Practice for Preparation of Bituminous Mixture Specimens for Dynamic Modulus Testing |
ASTM D 345 : 2002 | Side bearings of the freight wagon bogies. General specifications |
AASHTO T 283 : 2014 | METHOD OF TEST FOR RESISTANCE OF COMPACTED ASPHALT MIXTURES TO MOISTURE-INDUCED DAMAGE |
ASTM D 7369 : 2011 : REDLINE | Standard Test Method for Determining the Resilient Modulus of Bituminous Mixtures by Indirect Tension Test |
ASTM D 6931 : 2017 : REDLINE | Standard Test Method for Indirect Tensile (IDT) Strength of Asphalt Mixtures |
ASTM D 3496 : 1999 : R2005 | Standard Practice for Preparation of Bituminous Mixture Specimens for Dynamic Modulus Testing (Withdrawn 2010) |
ASTM D 4125 : 2005 | Standard Test Methods for Asphalt Content of Bituminous Mixtures by the Nuclear Method |
ASTM E 1 : 2014 : REDLINE | Standard Specification for ASTM Liquid-in-Glass Thermometers |
ASTM D 3666 : 2016 : REDLINE | Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials |
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.