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ASTM D 6926 : 2016 : REDLINE

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Standard Practice for Preparation of Asphalt Mixture Specimens Using Marshall Apparatus
Available format(s)

PDF

Superseded date

02-24-2020

Language(s)

English

Published date

12-15-2016

CONTAINED IN VOL. 04.03, 2017 Defines preparation and compaction of 4 in. (101.6 mm) diameter by nominal 2.5 in. (63.5 mm) high cylindrical asphalt paving mixture specimens.

1.1This practice covers preparation and compaction of 4 in. (101.6 mm) diameter by nominal 2.5 in. (63.5 mm) high cylindrical asphalt paving mixture specimens. This practice is intended for use with laboratory and plant-produced asphalt mixtures with aggregate up to 1 in. (25.4 mm) maximum size and for recompaction of asphalt paving mixture samples.

1.2There are three types of Marshall compaction apparatus in use. The following types of hammer arrangements are included in this practice:

1.2.1Manually held hammer handle is attached to a flat compaction foot through a spring-loaded swivel and is hand operated (original standard developed by the United States Army Corps of Engineers).

1.2.2Hammer handle restrained laterally (fixed) but not vertically, attached to a flat compaction foot through a spring-loaded swivel and is either mechanically or hand operated. There may or may not be a constant surcharge on top of the hammer handle. Mechanical hammers are available that operate at (1) nominal 55 blows per minute or (2) equal to or greater than 75 blows per minute.

1.2.3Hammer handle restrained laterally (fixed) with constant surcharge on top of hammer, is attached to a slanted compaction foot on a rotating mold base, and is mechanically operated. This method must be used as a referee method.

1.3Although the mass and height of mass drop for each apparatus are the same, density achieved in compacted specimens with the same number of blows will be different. It is up to the owner or specifier to establish the specific required number of blows to be used for compaction of the specimen in relation to the field.

1.4Units—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.

1.5The 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.

Committee
D 04
DocumentType
Redline
Pages
8
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy

ASTM D 3666 : 2016 : REDLINE Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
ASTM D 7064/D7064M : 2008 : EDT 1 Standard Practice for Open-Graded Friction Course (OGFC) Mix Design
ASTM D 7064/D7064M : 2008 Standard Practice for Open-Graded Friction Course (OGFC) Mix Design
ASTM C 1747/C1747M : 2013 : REDLINE Standard Test Method for Determining Potential Resistance to Degradation of Pervious Concrete by Impact and Abrasion
ASTM D 7064/D7064M : 2008 : R2013 Standard Practice for Open-Graded Friction Course (OGFC) Mix Design
ASTM D 4867/D4867M : 2009 : R2014 Standard Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures
ASTM D 5581 : 2007 Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
ASTM D 7552 : 2009 Standard Test Method for Determining the Complex Shear Modulus (G*) Of Bituminous Mixtures Using Dynamic Shear Rheometer
ASTM D 979/D979M : 2015 : REDLINE Standard Practice for Sampling Bituminous Paving Mixtures
ASTM D 5581 : 2007 : REV A : EDT 1 Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
ASTM D 6927 : 2015 : REDLINE Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures
ASTM D 5581 : 2007 : REV A : R2013 Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
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 4867/D4867M :2009 Standard Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures
ASTM D 5581 : 2007 : REV A Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
ASTM D 7552 : 2009 : R2014 Standard Test Method for Determining the Complex Shear Modulus (G*) Of Bituminous Mixtures Using Dynamic Shear Rheometer
ASTM D 7870/D7870M : 2013 Standard Practice for Moisture Conditioning Compacted Asphalt Mixture Specimens by Using Hydrostatic Pore Pressure
ASTM D 6390 : 2011 Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures
ASTM D 6390 : 2011 : R2017 Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures

ASTM E 1 : 2014 : REDLINE Standard Specification for ASTM Liquid-in-Glass Thermometers
ASTM D 6927 : 2015 : REDLINE Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures
ASTM D 3666 : 2016 : REDLINE Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
ASTM E 2251 : 2014 : REDLINE Standard Specification for Liquid-in-Glass ASTM Thermometers with Low-Hazard Precision Liquids
ASTM E 11 : 2017 : REDLINE Standard Specification for Woven Wire Test Sieve Cloth and Test Sieves

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