Standard Test Method for Preparation and Determination of the Relative Density of Hot Mix Asphalt (HMA) Specimens by Means of the Superpave Gyratory Compactor

SIGNIFICANCE AND USE
This test method is used to prepare specimens for determining the volumetric and physical properties of compacted HMA mix.
This test method is useful for monitoring the density of test specimens during the compaction process. This test method is suited for the laboratory design and field control of HMA.
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 Standard Practice D 3666 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D 3666 alone does not completely assure reliable results. Reliable results depend on many factors; following the suggestions of Practice D 3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers the compaction of cylindrical specimens of hot mix asphalt (HMA) using the Superpave Gyratory Compactor (SGC). This standard also refers to the determination of the relative density of the compacted specimens at any point in the compaction process. Compacted specimens are suitable for volumetric and physical property testing.
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.3 The text of this test method 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 and health practices and determine the applicability of regulatory limitations prior to use.

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ASTM D6925-09 - Standard Test Method for Preparation and Determination of the Relative Density of Hot Mix Asphalt (HMA) Specimens by Means of the Superpave Gyratory Compactor
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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: D6925 − 09
StandardTest Method for
Preparation and Determination of the Relative Density of
Hot Mix Asphalt (HMA) Specimens by Means of the
1
Superpave Gyratory Compactor
This standard is issued under the fixed designation D6925; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope cies Testing and Inspecting Road and Paving Materials
D4402 Test Method for Viscosity Determination of Asphalt
1.1 This test method covers the compaction of cylindrical
at Elevated Temperatures Using a Rotational Viscometer
specimens of hot mix asphalt (HMA) using the Superpave
D4753 Guide for Evaluating, Selecting, and Specifying Bal-
Gyratory Compactor (SGC). This standard also refers to the
ances and Standard Masses for Use in Soil, Rock, and
determination of the relative density of the compacted speci-
Construction Materials Testing
mens at any point in the compaction process. Compacted
3
2.2 AASHTO Standards:
specimens are suitable for volumetric and physical property
AASHTO PP2 Practice for Short and Long Term Aging of
testing.
Hot Mix Asphalt (HMA).
1.2 The values stated in SI units are to be regarded as
AASHTO PP35 Provisional Practice for Evaluation of Su-
standard. No other units of measurement are included in this
perpave Gyratory Compactors (SGCs)
standard.
AASHTO PP48 Practice for Evaluation of Superpave Gyra-
1.3 The text of this test method references notes and tory Compactor (SGC) Internal Angle of Gyration
footnotes which provide explanatory material. These notes and AASHTO T312 Preparing and Determining the Density of
footnotes (excluding those in tables and figures) shall not be Hot-Mix Asphalt (HMA) Specimens by means of the
3
considered as requirements of the standard. Superpave Gyratory Compactor
2.3 Other References:
1.4 This standard does not purport to address all of the
4
ANSI B46.1 American National Standards Institute
safety concerns, if any, associated with its use. It is the
Asphalt Institute MS-2 Mix Design Methods for Asphalt
responsibility of the user of this standard to establish appro-
5
Concrete
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
3. Significance and Use
2. Referenced Documents 3.1 This test method is used to prepare specimens for
2 determining the volumetric and physical properties of com-
2.1 ASTM Standards:
pacted HMA mix.
D1188 TestMethodforBulkSpecificGravityandDensityof
Compacted Bituminous Mixtures Using Coated Samples 3.2 This test method is useful for monitoring the density of
D2041 Test Method for Theoretical Maximum Specific test specimens during the compaction process. This test
Gravity and Density of Bituminous Paving Mixtures method is suited for the laboratory design and field control of
D2726 Test Method for Bulk Specific Gravity and Density HMA.
of Non-Absorptive Compacted Bituminous Mixtures
NOTE 1—The quality of the results produced by this standard are
D3666 Specification for Minimum Requirements for Agen-
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 Standard Practice D3666 are generally
1 considered capable of competent and objective testing/sampling/
This test method is under the jurisdiction of ASTM Committee D04 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.20 on
Mechanical Tests of Bituminous Mixtures.
3
Current edition approved July 1, 2009. Published July 2009. Originally approved Available from American Association of State Highway and Transportation
in 2003. Last previous edition approved in 2008 as D6925 – 08. DOI: 10.1520/ Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
D6925-09. http://www.transportation.org.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available fromAmerican National Standards Institute (ANSI), 25 W. 43rd St.,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM 4th Floor, New York, NY 10036, http://www.ansi.org.
5
Standards volume information, refer to the standard’s Document Summary page on Available from Asphalt Institute, 2696 Research Park Dr., Lexington, KY
the ASTM website. 40511, http://www.asphaltinstitute.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D6925 − 09
inspection/etc. Users of this standard are cautioned that compliance with
RockwellC48orbetter.Moldsshallhave
...

This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:D6925–08 Designation:D6925–09
Standard Test Method for
Preparation and Determination of the Relative Density of
Hot Mix Asphalt (HMA) Specimens by Means of the
1
Superpave Gyratory Compactor
This standard is issued under the fixed designation D 6925; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This test method covers the compaction of cylindrical specimens of hot mix asphalt (HMA) using the Superpave Gyratory
Compactor (SGC). This standard also refers to the determination of the relative density of the compacted specimens at any point
in the compaction process. Compacted specimens are suitable for volumetric and physical property testing.
1.2The values stated in SI units are to be regarded as the standard.
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.3 The text of this test method 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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
D 1188 Test Method for Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Coated Samples
D 2041 Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures
D 2726 Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures
D 3666 Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
D 4402 Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer
D 4753 Guide for Evaluating, Selecting, and Specifying Balances and Standard Masses for Use in Soil, Rock, and Construction
Materials Testing
3
2.2 AASHTO Standards:
AASHTO PP2 Practice for Short and Long Term Aging of Hot Mix Asphalt (HMA).
AASHTO PP35 Provisional Practice for Evaluation of Superpave Gyratory Compactors (SGCs)
AASHTO PP48 Practice for Evaluation of Superpave Gyratory Compactor (SGC) Internal Angle of Gyration
AASHTO T312 Preparing and Determining the Density of Hot-Mix Asphalt (HMA) Specimens by means of the Superpave
3
Gyratory Compactor
2.3 Other References:
4
ANSI B46.1 American National Standards Institute
5
Asphalt Institute MS-2 Mix Design Methods for Asphalt Concrete
3. Significance and Use
3.1 This test method is used to prepare specimens for determining the volumetric and physical properties of compacted HMA
mix.
1
ThistestmethodisunderthejurisdictionofASTMCommitteeD04onRoadandPavingMaterialsandisthedirectresponsibilityofSubcommitteeD04.20onMechanical
Tests of Bituminous Mixtures.
Current edition approved Feb.July 1, 2008.2009. Published March 2008.July 2009. Originally approved in 2003. Last previous edition approved in 20072008 as
D 6925 – 078.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Association of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
http://www.transportation.org.
4
Available from American National Standards Institute (ANSI), 25 W. 43rd St., 4th Floor, New York, NY 10036, http://www.ansi.org.
5
Available from Asphalt Institute, 2696 Research Park Dr., Lexington, KY 40511, http://www.asphaltinstitute.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D6925–09
3.2 This test method is useful for monitoring the density of test specimens during the compaction process. This test method is
suited for the laboratory design and field control of HMA.
NOTE 1—The quality of the results produced by this standard are dependent on the competence of the personnel perf
...

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