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ASTM D5581-07

(Test Method)

Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)

Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)

SCOPE
1.1 This test method covers the measurement of the resistance to plastic flow of cylindrical specimens of bituminous paving mixture loaded on the lateral surface by means of the Marshall apparatus. This test method is for use with mixtures containing asphalt cement and aggregate up to 11/2 in. (37.5 mm) nominal maximum size.
1.2 The values stated in inch-pound units are to be regarded as standard except for reference to sieve sizes and size of aggregate as measured by testing sieves in which SI units are standard according to Specification E 11. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
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.

General Information

Status
Historical
Publication Date
31-Jul-2007
ICS
75.140 - Waxes, bituminous materials and other petroleum products
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.20 - Mechanical Tests of Asphalt Mixtures
Current Stage
Ref Project

Relations

Replaces
ASTM D5581-06 - Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
Effective Date
01-Aug-2007
Replaced By
ASTM D5581-07a - Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
Effective Date
15-Sep-2007
Referred By
ASTM D6931-17 - Standard Test Method for Indirect Tensile (IDT) Strength of Asphalt Mixtures
Effective Date
01-Aug-2007
Referred By
ASTM D6704-22 - Standard Test Method for Determining the Workability of Asphalt Cold Mix Patching Material
Effective Date
01-Aug-2007

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ASTM D5581-07 - Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)ASTM D5581-07 - Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
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ASTM D5581-07 - Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:D5581–07
Standard Test Method for
Resistance to Plastic Flow of Bituminous Mixtures Using
1
Marshall Apparatus (6 inch-Diameter Specimen)
This standard is issued under the fixed designation D 5581; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope T 316 Viscosity Determination of Asphalt Binder Using
Rotational Viscometer
1.1 This test method covers the measurement of the resis-
tance to plastic flow of cylindrical specimens of bituminous
3. Significance and Use
paving mixture loaded on the lateral surface by means of the
3.1 This test method is used in the laboratory mix design of
Marshall apparatus. This test method is for use with mixtures
bituminous mixtures. Specimens are prepared in accordance
1
containing asphalt cement and aggregate up to 1 ⁄2 in. (37.5
with the method and tested for maximum load and flow.
mm) nominal maximum size.
Density and voids properties may also be determined on
1.2 The values stated in inch-pound units are to be regarded
specimenspreparedinaccordancewiththemethod.Thetesting
as standard except for reference to sieve sizes and size of
section of this method can also be used to obtain maximum
aggregate as measured by testing sieves in which SI units are
load and flow for bituminous paving specimens cored from
standard according to SpecificationE11. The values given in
pavements or prepared by other methods. These results may
parentheses are mathematical conversions to SI units that are
differ from values obtained on specimens prepared by this test
provided for information only and are not considered standard.
method.
1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
4. Apparatus
responsibility of the user of this standard to establish appro-
4.1 SpecimenMoldAssembly—Moldcylindersnominal6.5-
priate safety and health practices and determine the applica-
in. (165.1-mm) outside diameter steel tubing with
bility of regulatory limitations prior to use.
6.000 6 0.008 in. (152.4 6 0.2 mm) inside diameter by 4.5 in.
(114.3 mm) in height, base plates, and extension collars shall
2. Referenced Documents
2 conform to the details shown in Fig. 1. Nine mold cylinders are
2.1 ASTM Standards:
recommended.
C 670 Practice for Preparing Precision and Bias Statements
4.2 Specimen Extractor—steel, in the form of a disk with a
for Test Methods for Construction Materials
diameter from 5.950 to 5.990 in. (151.1 to 152.1 mm) and 0.5
D 2493 Standard Viscosity-Temperature Chart for Asphalts
in. (13 mm) thick for extracting the compacted specimen from
D 6926 Practice for Preparation of Bituminous Specimens
the specimen mold with the use of the mold collar. A suitable
Using Marshall Apparatus
bar is required to transfer the load from the ring dynamometer
D 6927 Test Method for Marshall Stability and Flow of
adapter to the extension collar while extracting the specimen.
Bituminous Mixtures
4.3 Mechanical Compactor and Compaction Hammer—
E11 Specification for Wire Cloth and Sieves for Testing
1
Compactor with ⁄3 hp (250W) minimum motor, chain lift,
Purposes
3 frame, and automatic sliding weight release. The compaction
2.2 AASTHO Standards:
hammer (Fig. 2) shall have a flat, circular tamping face 5.88 in.
(149.4 mm) in diameter and a 22.50 6 0.02 lb (10.21 6 0.01
1
This test method is under the jurisdiction of ASTM Committee D04 on Road kg) sliding weight with a free fall of 18.0 6 0.1 in.
and Paving Materials and is the direct responsibility of Subcommittee D04.20 on
(457.2 6 2.5 mm). Two compaction hammers are recom-
Mechanical Tests of Bituminous Mixtures.
mended.
Current edition approved Aug. 1, 2007. Published August 2007. Originally
4.4 Compaction Pedestal—The compaction pedestal shall
approved in 1994. Last previous edition approved in 2006 as D 5581 – 06.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
consist of an 8 by 8 by 18-in. (203.2 by 203.2 by 457.2-mm)
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
wooden post capped with a 12 by 12 by 1-in. (304.8 by 304.8
Standards volume information, refer to the standard’s Document Summary page on
by25.4-mm)steelplate.Thewoodenpostshallbeoak,pine,or
the ASTM website.
3
other wood having an average dry weight of 42 to 48
Available from American Association of State Highway and Transportation
3 3
Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
lb/ft (0.67 to 0.77 g/cm ).The wooden post shall be secured by
http://www.transportation.org.
Copyright © ASTM International, 100 Barr Harbor Drive,
...

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SCOPE
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1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.  
1.3 Warning—Mercury has been designated by the United States Environmental Protection Agency and many state agencies as a hazardous material that can cause central nervous system, kidney, and liver damage. Mercury, or its vapor, may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury-containing products. See the applicable Material Safety Data Sheet (MSDS) for details and EPA’s website (http://www.epa.gov/mercury/index.htm) for additional information. Users should be aware that selling mercury and/or mercury-containing products in your state may be prohibited by state law.  
1.4 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.  
1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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SCOPE
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1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM D7870/D7870M-20(Practice)
Standard Practice for Moisture Conditioning Compacted Asphalt Mixture Specimens by Using Hydrostatic Pore Pressure

SIGNIFICANCE AND USE
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4.2 The factors that influence the potential for moisture damage to occur include aggregate mineralogy, mixture air voids, water, cyclic applied stress, and elevated temperature. This practice provides a method and apparatus that is capable of producing three of these factors: water, stress, and high temperature. Aggregate mineralogy and air voids are mixture properties.  
4.3 Specimens conditioned by this system can be tested using a variety of different tests, including Test Method D6931, Test Method D6927, bulk specific gravity difference obtained by Test Method D6926 or D6752/D6752M for before and after conditioning, dynamic modulus, flow number, AASHTO T 378, and visual inspection for stripped aggregates.
Note 1: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptance guideline provides a means of evaluating ...
SCOPE
1.1 This practice includes procedures for preparing compacted asphalt mixture specimens, exposing the specimens to hydrostatic pore pressure inside an enclosed chamber, and guidance on testing the specimens for the effect of water on the tensile strength or change in other properties of the asphalt mixture, such as density, modulus, etc.  
1.2 Specimens conditioned according to this practice can be tested using methods and test procedures referenced in this document, and those results may provide information as to the effect of the moisture conditioning of this practice on the moisture sensitivity of those mixtures.  
1.3 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.  
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM D7173-20(Practice)
Standard Practice for Determining the Separation Tendency of Polymer from Polymer-Modified Asphalt

SIGNIFICANCE AND USE
4.1 Purchasers of polymer-modified asphalt need guidelines on proper storage and handling procedures to maintain the integrity of material they have purchased. This practice provides a significant tool for understanding the characteristics of these materials as well as comparing various sources of supply.
Note 1: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This practice describes a laboratory procedure for determining the tendency of polymer to separate from polymer-modified asphalt under static heated storage conditions. The results of testing on material prepared according to this practice may be used as a guideline when formulating products or to establish field handling procedures. Large differences in test results between top and bottom specimens indicate that there is a degree of incompatibility between the polymer and the base asphalt.  
1.2 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
1.3 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.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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  • Standard
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