Standard Test Method for Determination of Relative Rotation to Evaluate the Workability of Asphalt Mixture Using Wireless Particle-Size Sensors

SIGNIFICANCE AND USE
5.1 Workability is one of the main factors that influence the compaction quality and ultimately the performance of asphalt pavement. This method uses the relative rotation measured by the wireless particle-size sensor to evaluate the workability of the asphalt mixture.  
5.2 This test method is used to generate information concerning the workability of an asphalt mixture. Workability characteristics, in turn, can give users insight as to how the mixture will handle and compact in the field.  
5.3 This method is used to evaluate workability of the mix in a situation where it is being used for research or mix design. It is not intended to be a quality control (QC) evaluation.  
5.4 This test method can be used to evaluate conventional and modified asphalt mixtures to achieve the best workability at an appropriate compaction temperature. The test method can be used to determine the compaction temperature and optimal dosage rate of additives or modifiers to achieve the best workability for the modified asphalt mixtures, such as polymer modified, crumb rubber modified, waste plastic modified, etc.  
5.5 This test method is appropriate for laboratory-produced mixtures and plant-produced mixtures, regardless of the type or grade of the binder, the type or gradation of the aggregates, and whether RAP, WMA additives, or other modifiers are used in the asphalt mixture.
Note 1: The quality of the results produced by this standard is 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...
SCOPE
1.1 This test method covers the determination of relative rotation to evaluate the workability of asphalt mixture during compaction using a wireless particle-size sensor. It is applicable to asphalt mixture being compacted using the Superpave Gyratory Compactor (SGC).  
1.2 This test method is appropriate for use to determine the relative rotation of laboratory-produced and plant-produced asphalt mixtures, regardless of the type or gradation of the aggregates, and whether reclaimed asphalt pavement (RAP), warm mix asphalt (WMA) additives, or any type of modifiers are used in the asphalt mixture.  
1.3 Units—The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
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 requirements of the standard.  
1.5 Since a complete precision and bias statement for this standard has not been developed, the test method is to be used for research and informational purposes only. Therefore, this standard should not be used for acceptance or rejection of a material for purchasing purposes.  
1.6 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.  
1.7 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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Published
Publication Date
30-Nov-2023
Current Stage
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ASTM D8541-23 - Standard Test Method for Determination of Relative Rotation to Evaluate the Workability of Asphalt Mixture Using Wireless Particle-Size Sensors
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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.
Designation: D8541 − 23
Standard Test Method for
Determination of Relative Rotation to Evaluate the
Workability of Asphalt Mixture Using Wireless Particle-Size
1
Sensors
This standard is issued under the fixed designation D8541; 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 mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
1.1 This test method covers the determination of relative
rotation to evaluate the workability of asphalt mixture during
2. Referenced Documents
compaction using a wireless particle-size sensor. It is appli-
2
2.1 ASTM Standards:
cable to asphalt mixture being compacted using the Superpave
D979/D979M Practice for Sampling Asphalt Mixtures
Gyratory Compactor (SGC).
D3549/D3549M Test Method for Thickness or Height of
1.2 This test method is appropriate for use to determine the
Compacted Asphalt Mixture Specimens
relative rotation of laboratory-produced and plant-produced
D3665 Practice for Random Sampling of Construction Ma-
asphalt mixtures, regardless of the type or gradation of the
terials
aggregates, and whether reclaimed asphalt pavement (RAP),
D3666 Specification for Minimum Requirements for Agen-
warm mix asphalt (WMA) additives, or any type of modifiers
cies Testing and Inspecting Road and Paving Materials
are used in the asphalt mixture.
D6925 Test Method for Preparation and Determination of
the Relative Density of Asphalt Mix Specimens by Means
1.3 Units—The values stated in SI units are to be regarded
as the standard. No other units of measurement are included in of the Superpave Gyratory Compactor
3
2.2 AASHTO Standards:
this standard.
R 30 Standard Practice for Mixture Conditioning of Hot Mix
1.4 The text of this standard references notes and footnotes
Asphalt (HMA)
which provide explanatory material. These notes and footnotes
R 83 Standard Practice for Preparation of Cylindrical Per-
(excluding those in tables and figures) shall not be considered
formance Test Specimens Using the Superpave Gyratory
requirements of the standard.
Compactor (SGC)
1.5 Since a complete precision and bias statement for this
3. Terminology
standard has not been developed, the test method is to be used
for research and informational purposes only. Therefore, this
3.1 Definitions of Terms Specific to This Standard:
standard should not be used for acceptance or rejection of a
3.1.1 average residual rotation, ARR, n—the average value
material for purchasing purposes.
of the residual rotation between two asphalt mixtures from the
1.6 This standard does not purport to address all of the initial number of gyrations (N ) to the design number of
inital
safety concerns, if any, associated with its use. It is the gyrations (N ).
design
responsibility of the user of this standard to establish appro-
3.1.2 global coordinate, n—the Cartesian coordinate system
priate safety, health, and environmental practices and deter-
that is fixed in space and unaffected by the position and
mine the applicability of regulatory limitations prior to use.
orientation of the object.
1.7 This international standard was developed in accor-
3.1.3 local coordinate, n—the coordinate system that is
dance with internationally recognized principles on standard-
attached to the sensor and changes with the movement and
ization established in the Decision on Principles for the
rotation of the wireless sensor.
Development of International Standards, Guides and Recom-
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
1
This test method is under the jurisdiction of ASTM Committee D04 on Road Standards volume information, refer to the standard’s Document Summary page on
and Paving Materials and is the direct responsibility of Subcommittee D04.26 on the ASTM website.
3
Fundamental/Mechanistic Tests. Available from American Association of State Highway and Transportation
Current edition approved Dec. 1, 2023. Published January 2024. DOI: 10.1520/ Officials (AASHTO), 555 12th St., NW, Suite 1000, Washington, DC 20004,
D8541-23. http://www.transportation.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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D8541 − 23
NOTE 1—The quality of the results produced by this standard is
3.1.4 quaternion, n—an expression to
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