ASTM D8189-19
(Test Method)Standard Test Method for Tackiness of Asphalt Binders and Emulsified Asphalt Residue Using the Dynamic Shear Rheometer (DSR)
Standard Test Method for Tackiness of Asphalt Binders and Emulsified Asphalt Residue Using the Dynamic Shear Rheometer (DSR)
SIGNIFICANCE AND USE
5.1 The tackiness test is designed for quantifying how sticky or non-sticky a material is at a certain temperature. The test should be run at various temperatures expected in the field for tack coat materials. If the results show the residue is tacky at pavement temperatures, the material may not be suitable for applications like less-tracking tack coats and bond coats.
5.2 Determining the temperature that the residue becomes tacky by increasing the temperature in successive testing can give formulators an indicator of performance.
Note 2: 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 test method covers the determination of pull-off force and pull-off work of asphalt binders and emulsified asphalt residue by means of pull-off testing. The tackiness test is conducted using the dynamic shear rheometer (DSR) at one or more temperatures.
Note 1: This standard may be used for unconditioned material or material conditioned in accordance with Test Method D2872. The majority of development work on this test method was performed on unconditioned material. The emulsified asphalt residue should never be conditioned.
1.2 A precision and bias statement for this standard has not been developed at this time. Therefore, this standard should not be used for acceptance or rejection of a material for purchasing purposes.
1.3 The values stated in SI units are to be regarded as 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 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.
General Information
- Status
- Published
- Publication Date
- 30-Jun-2019
- Technical Committee
- D04 - Road and Paving Materials
- Drafting Committee
- D04.47 - Miscellaneous Asphalt Tests
Relations
- Effective Date
- 15-Dec-2023
- Effective Date
- 01-Aug-2019
- Effective Date
- 15-Dec-2018
- Effective Date
- 15-Aug-2018
- Effective Date
- 01-Jul-2018
- Effective Date
- 01-Feb-2018
- Effective Date
- 15-Jul-2017
- Effective Date
- 15-Jun-2017
- Effective Date
- 01-May-2017
- Effective Date
- 01-Mar-2017
- Effective Date
- 01-Dec-2016
- Effective Date
- 01-Oct-2016
- Effective Date
- 15-Sep-2016
- Effective Date
- 01-Sep-2016
- Effective Date
- 01-Sep-2015
Overview
ASTM D8189-19 is the internationally recognized standard test method for measuring the tackiness of asphalt binders and emulsified asphalt residue using a Dynamic Shear Rheometer (DSR). Tackiness quantifies how sticky or non-sticky a material is at specific temperatures, providing essential data for assessing suitability in road and paving applications. The method determines the pull-off force and pull-off work by performing a pull-off test at various temperatures, replicating field conditions. Results help identify optimal material performance for applications such as tack coats and bond coats, ensuring effective pavement adhesion while minimizing tracking.
Key Topics
- Tackiness Measurement: The method uses the DSR to evaluate how materials behave under specific conditions, measuring both the maximum pull-off force and the pull-off work (area under the force-vs-gap separation curve).
- Temperature Dependence: Testing is conducted at temperatures that correspond to expected field conditions (typically between 10°C and 70°C) to understand performance variability related to environmental exposure.
- Material Types: The standard is applicable to both unconditioned asphalt binders and emulsified asphalt residue. Conditioning of emulsified residue is not recommended.
- Sample Preparation: Samples are prepared in a 1-mm thickness and tested using specified DSR geometry, ensuring consistency and repeatability.
- Reporting Requirements: The method mandates documentation of critical test parameters, including sample identification, film thickness, test temperature, pull-off force, and pull-off work.
- Reliability Factors: Reliable results depend on technician competency, equipment calibration, and adherence to ASTM D3666 for laboratory standards.
Applications
- Quality Assessment of Tack Coats: This test method enables engineers and material providers to determine if an asphalt binder or residue is too tacky or not tacky enough at the temperatures experienced during the laying of pavement. Materials too tacky at pavement temperatures may cause tracking or other issues when used as tack or bond coats.
- Material Formulation and Research: By systematically testing at varied temperatures, formulators can optimize asphalt product performance for specific climatic or operational conditions.
- Performance Indicator: Determining the temperature at which asphalt becomes tacky helps to set performance benchmarks and limits for construction materials, supporting better pavement longevity and reduced maintenance.
- Informational and Research Use: Since a precision and bias statement has not yet been established, ASTM D8189-19 is primarily intended for research and informational purposes rather than as an absolute criterion for material acceptance or rejection.
Related Standards
- ASTM D8 - Terminology Relating to Materials for Roads and Pavements: Provides relevant definitions for terms used in this standard.
- ASTM D2872 - Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test): Useful for conditioned sample preparation when applicable.
- ASTM D3666 - Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials: Addresses laboratory qualification and operational requirements.
- ASTM D7175 - Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer: Details the operation and setup of DSR instruments for asphalt testing.
Keywords: asphalt binder, emulsified asphalt residue, tackiness, pull-off force, pull-off work, dynamic shear rheometer, DSR, pavement materials, tack coat, ASTM D8189-19.
Proper application of ASTM D8189-19 supports performance-based evaluation of asphalt materials, improving pavement adhesion and durability in road construction projects globally.
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ASTM D8189-19 - Standard Test Method for Tackiness of Asphalt Binders and Emulsified Asphalt Residue Using the Dynamic Shear Rheometer (DSR)
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Frequently Asked Questions
ASTM D8189-19 is a standard published by ASTM International. Its full title is "Standard Test Method for Tackiness of Asphalt Binders and Emulsified Asphalt Residue Using the Dynamic Shear Rheometer (DSR)". This standard covers: SIGNIFICANCE AND USE 5.1 The tackiness test is designed for quantifying how sticky or non-sticky a material is at a certain temperature. The test should be run at various temperatures expected in the field for tack coat materials. If the results show the residue is tacky at pavement temperatures, the material may not be suitable for applications like less-tracking tack coats and bond coats. 5.2 Determining the temperature that the residue becomes tacky by increasing the temperature in successive testing can give formulators an indicator of performance. Note 2: 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 test method covers the determination of pull-off force and pull-off work of asphalt binders and emulsified asphalt residue by means of pull-off testing. The tackiness test is conducted using the dynamic shear rheometer (DSR) at one or more temperatures. Note 1: This standard may be used for unconditioned material or material conditioned in accordance with Test Method D2872. The majority of development work on this test method was performed on unconditioned material. The emulsified asphalt residue should never be conditioned. 1.2 A precision and bias statement for this standard has not been developed at this time. Therefore, this standard should not be used for acceptance or rejection of a material for purchasing purposes. 1.3 The values stated in SI units are to be regarded as 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 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.
SIGNIFICANCE AND USE 5.1 The tackiness test is designed for quantifying how sticky or non-sticky a material is at a certain temperature. The test should be run at various temperatures expected in the field for tack coat materials. If the results show the residue is tacky at pavement temperatures, the material may not be suitable for applications like less-tracking tack coats and bond coats. 5.2 Determining the temperature that the residue becomes tacky by increasing the temperature in successive testing can give formulators an indicator of performance. Note 2: 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 test method covers the determination of pull-off force and pull-off work of asphalt binders and emulsified asphalt residue by means of pull-off testing. The tackiness test is conducted using the dynamic shear rheometer (DSR) at one or more temperatures. Note 1: This standard may be used for unconditioned material or material conditioned in accordance with Test Method D2872. The majority of development work on this test method was performed on unconditioned material. The emulsified asphalt residue should never be conditioned. 1.2 A precision and bias statement for this standard has not been developed at this time. Therefore, this standard should not be used for acceptance or rejection of a material for purchasing purposes. 1.3 The values stated in SI units are to be regarded as 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 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.
ASTM D8189-19 is classified under the following ICS (International Classification for Standards) categories: 91.100.50 - Binders. Sealing materials; 93.080.20 - Road construction materials. The ICS classification helps identify the subject area and facilitates finding related standards.
ASTM D8189-19 has the following relationships with other standards: It is inter standard links to ASTM D7175-23, ASTM D8-19, ASTM D8-18c, ASTM D8-18b, ASTM D8-18a, ASTM D8-18, ASTM D8-17c, ASTM D8-17b, ASTM D8-17a, ASTM D8-17, ASTM D8-16b, ASTM D3666-16, ASTM D8-16a, ASTM D8-16, ASTM D8-15. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
ASTM D8189-19 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
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:D8189 −19
Standard Test Method for
Tackiness of Asphalt Binders and Emulsified Asphalt
Residue Using the Dynamic Shear Rheometer (DSR)
This standard is issued under the fixed designation D8189; 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 2. Referenced Documents
2.1 ASTM Standards:
1.1 This test method covers the determination of pull-off
D8 Terminology Relating to Materials for Roads and Pave-
force and pull-off work of asphalt binders and emulsified
ments
asphalt residue by means of pull-off testing. The tackiness test
D2872 Test Method for Effect of Heat and Air on a Moving
is conducted using the dynamic shear rheometer (DSR) at one
Film of Asphalt (Rolling Thin-Film Oven Test)
or more temperatures.
D3666 Specification for Minimum Requirements for Agen-
NOTE 1—This standard may be used for unconditioned material or cies Testing and Inspecting Road and Paving Materials
material conditioned in accordance with Test Method D2872. The major-
D7175 Test Method for Determining the Rheological Prop-
ity of development work on this test method was performed on uncondi-
erties of Asphalt Binder Using a Dynamic Shear Rheom-
tioned material. The emulsified asphalt residue should never be condi-
eter
tioned.
1.2 A precision and bias statement for this standard has not 3. Terminology
beendevelopedatthistime.Therefore,thisstandardshouldnot
3.1 For definitions of general terms used in this standard,
be used for acceptance or rejection of a material for purchasing
refer to Terminology D8.
purposes.
3.2 Definitions:
1.3 The values stated in SI units are to be regarded as
3.2.1 pull-off force, n—the maximum normal force, in
standard. No other units of measurement are included in this
Newtons, required to separate the upper plate of the DSR
standard. instrument from the asphalt sample surface.
3.2.2 pull-off work, n—the area under the force-versus-gap
1.4 The text of this standard references notes and footnotes
separation curve, measured in Joules.
which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered 3.2.3 tackiness, n—the measure of how sticky the asphalt
binder or emulsified asphalt residue is at a set temperature is
as requirements of the standard.
shown in this test method by the combination of the pull-off
1.5 This standard does not purport to address all of the
force and pull-off work.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
4. Summary of Test Method
priate safety, health, and environmental practices and deter-
4.1 This test method is used to determine the tackiness of
mine the applicability of regulatory limitations prior to use.
asphalt binders and emulsified asphalt residue materials at a
1.6 This international standard was developed in accor-
given temperature, by means of pull-off testing. The sample is
dance with internationally recognized principles on standard-
tested in strain-control mode under tension.Testing a sample at
ization established in the Decision on Principles for the
different temperatures (normal testing ranges can be 10 to
Development of International Standards, Guides and Recom-
70 °C, correlating to pavement surface temperatures during
mendations issued by the World Trade Organization Technical
application) will allow for the determination of various degrees
Barriers to Trade (TBT) Committee.
of tackiness due to field conditions. The sample preparation
and apparatus are in accordance with Test Method D7175,
This test method is under the jurisdiction of ASTM Committee D04 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.47 on For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Miscellaneous Asphalt Tests. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved July 1, 2019. Published July 2019. Originally approved Standards volume information, refer to the standard’s Document Summary page on
in 2019. DOI: 10.1520/D8189-19. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D8189−19
using the 25-mm parallel plate geometry for the bottom plate thermal equilibrium at the desired test temperature in accor-
and the 8-mm parallel plate geometry for the top plate. The dance with the Test Procedure section of Test Method D7175.
initial gap is dependent on the sample thickness. Once thermal Once the thermal equilibrium is achieved, lower the upper
equilibrium is achieved, the top geometry is lowered to make plate with constant speed (10 µm⁄s) onto the specimen until the
contact with the sample. After contact is made, a constant desired normal force (10.0 6 0.5 N) is reached. This is when
normal force (10.0 6 0.5 N) is maintained in order to load the the compression step starts. Hold the desired normal force
sample in compression for a fixed period of time (10 s). After constant for the duration of the compression step (10 s).
the compression step is finished, the pull-off step is executed.
NOTE 4—The film thickness can be verified by noting the gap when the
During the pull-off step, the normal force required to raise the
normal force is first greater than 0.1 N as contact is being made with the
upperplateofthegeometryatconstantverticalspeed(15µm/s)
sample.
is recorded.
7.3 Once the compression step ends, begin the pull-off step
immediately by moving the upper plate away from the sample
5. Significance and Use
with constant speed
...




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