ASTM D3625/D3625M-20
(Practice)Standard Practice for Effect of Water on Asphalt-Coated Aggregate Using Boiling Water
Standard Practice for Effect of Water on Asphalt-Coated Aggregate Using Boiling Water
SIGNIFICANCE AND USE
5.1 This practice is useful as an indicator of the relative susceptibility of asphalt-coated aggregate to water, but should not be used as a measure of field performance because such correlation has not been established. If loss of adhesion due to water is indicated, testing by other procedures should be conducted to further evaluate the mixture.
5.2 This practice should not be used for acceptance/rejection by owner agencies.
SCOPE
1.1 This practice covers a rapid procedure for visually observing the loss of adhesion in uncompacted asphalt-coated aggregate mixtures due to the action of boiling water.
1.2 Units—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.
1.3 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.
General Information
- Status
- Published
- Publication Date
- 30-Jun-2020
- Technical Committee
- D04 - Road and Paving Materials
- Drafting Committee
- D04.22 - Effect of Water and Other Elements on Asphalt Coated Aggregates
Relations
- 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
- 15-Sep-2016
- Effective Date
- 01-Sep-2016
- Effective Date
- 01-Sep-2015
- Effective Date
- 15-Sep-2013
- Effective Date
- 15-Jun-2013
Overview
ASTM D3625/D3625M-20, titled Standard Practice for Effect of Water on Asphalt-Coated Aggregate Using Boiling Water, outlines a rapid procedure for visually assessing the loss of adhesion in uncompacted asphalt-coated aggregate mixtures when exposed to boiling water. Developed by ASTM International, this standard provides important guidance for evaluating the relative susceptibility of asphalt mixtures to water damage, a key concern for asphalt paving and road construction professionals.
While the test method is a useful indicator of water sensitivity in asphalt-coated aggregates, it is not intended as a measure of actual field performance. Instead, it serves as a preliminary, visual indicator that may suggest the need for further, more comprehensive testing.
Key Topics
- Rapid Visual Procedure: ASTM D3625/D3625M-20 describes a straightforward method for boiling asphalt-coated aggregate samples and visually observing potential loss of adhesion.
- Sample Preparation: Requires uncompacted asphalt-coated aggregate, prepared either in laboratory conditions or taken from plant-produced mixtures.
- Use of Distilled Water: Emphasizes the importance of using distilled water to ensure the reliability and repeatability of results.
- Temperature and Timing: Involves immersing the sample at controlled temperatures and boiling for a specified duration.
- Visual Assessment: The standard relies on immediate and comparative visual inspection of the aggregate’s retained asphalt coating, both after boiling and following drying.
- Limitations: Results are not a substitute for performance-based acceptance or rejection. Additional testing is recommended if stripping is observed.
Applications
ASTM D3625/D3625M-20 is widely used in the following scenarios:
- Asphalt Mix Design: Provides fast, preliminary evaluation of the moisture susceptibility of aggregate-asphalt combinations in pavement laboratories.
- Quality Control: Helps materials engineers and quality inspectors to identify potential water sensitivity issues in bituminous paving mixtures before deploying more comprehensive tests.
- Research and Development: Supports the development of improved asphalt binders or additives by allowing rapid comparison of different formulations under standardized conditions.
- Educational and Training Contexts: Utilized as a teaching tool to illustrate the mechanisms of water-induced asphalt stripping and the importance of moisture resistance in road construction materials.
Related Standards
Professionals often reference ASTM D3625/D3625M-20 alongside other key standards in asphalt and pavement material testing, such as:
- ASTM D979/D979M: Practice for Sampling Bituminous Paving Mixtures
- ASTM D8: Terminology Relating to Materials for Roads and Pavements
- ASTM E1: Specification for ASTM Liquid-in-Glass Thermometers
Other relevant standards include tests for moisture damage, stripping potential, and laboratory evaluation of paving materials.
Practical Value
- Rapid Screening: Quickly identifies mixtures prone to water damage, saving time and resources in the early stages of project assessment.
- Enhanced Durability Insights: Supports efforts to design longer-lasting, water-resistant pavements by flagging potential vulnerabilities in aggregate-binder adhesion.
- Improved Materials Selection: Provides initial data to inform materials selection and the need for anti-stripping additives.
- Alignment with International Best Practices: Developed in line with internationally recognized standards-setting principles, making it suitable for global application in road construction quality assurance.
Summary
ASTM D3625/D3625M-20 is a practical, visual standard for evaluating water susceptibility of asphalt-coated aggregates using boiling water. It is valued for its speed and simplicity but should be paired with additional tests to ensure comprehensive pavement performance assessment. Using this standard helps construction professionals to proactively address water-related challenges in pavement design and maintenance.
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Frequently Asked Questions
ASTM D3625/D3625M-20 is a standard published by ASTM International. Its full title is "Standard Practice for Effect of Water on Asphalt-Coated Aggregate Using Boiling Water". This standard covers: SIGNIFICANCE AND USE 5.1 This practice is useful as an indicator of the relative susceptibility of asphalt-coated aggregate to water, but should not be used as a measure of field performance because such correlation has not been established. If loss of adhesion due to water is indicated, testing by other procedures should be conducted to further evaluate the mixture. 5.2 This practice should not be used for acceptance/rejection by owner agencies. SCOPE 1.1 This practice covers a rapid procedure for visually observing the loss of adhesion in uncompacted asphalt-coated aggregate mixtures due to the action of boiling water. 1.2 Units—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. 1.3 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.
SIGNIFICANCE AND USE 5.1 This practice is useful as an indicator of the relative susceptibility of asphalt-coated aggregate to water, but should not be used as a measure of field performance because such correlation has not been established. If loss of adhesion due to water is indicated, testing by other procedures should be conducted to further evaluate the mixture. 5.2 This practice should not be used for acceptance/rejection by owner agencies. SCOPE 1.1 This practice covers a rapid procedure for visually observing the loss of adhesion in uncompacted asphalt-coated aggregate mixtures due to the action of boiling water. 1.2 Units—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. 1.3 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.
ASTM D3625/D3625M-20 is classified under the following ICS (International Classification for Standards) categories: 91.100.50 - Binders. Sealing materials. The ICS classification helps identify the subject area and facilitates finding related standards.
ASTM D3625/D3625M-20 has the following relationships with other standards: It is inter standard links to 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 D8-16a, ASTM D8-16, ASTM D8-15, ASTM D8-13b, ASTM D8-13a. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
ASTM D3625/D3625M-20 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: D3625/D3625M − 20
Standard Practice for
Effect of Water on Asphalt-Coated Aggregate Using Boiling
Water
This standard is issued under the fixed designation D3625/D3625M; 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 E1 Specification for ASTM Liquid-in-Glass Thermometers
1.1 This practice covers a rapid procedure for visually
3. Terminology
observing the loss of adhesion in uncompacted asphalt-coated
3.1 Definitions—For definitions of terms used in this
aggregate mixtures due to the action of boiling water.
standard, refer to Terminology D8.
1.2 Units—The values stated in either SI units or inch-
pound units are to be regarded separately as standard. The
4. Summary of Practice
values stated in each system may not be exact equivalents;
4.1 An asphalt-coated aggregate mixture sample is placed in
therefore, each system shall be used independently of the other.
a container of boiling distilled water and boiled for 10 min.
Combining values from the two systems may result in noncon-
After cooling the boiled mixture, visual observation is made of
formance with the standard.
retained asphalt coating on the aggregate.
1.3 The text of this standard references notes and footnotes
which provide explanatory material. These notes and footnotes
5. Significance and Use
(excluding those in tables and figures) shall not be considered
5.1 This practice is useful as an indicator of the relative
as requirements of the standard.
susceptibility of asphalt-coated aggregate to water, but should
1.4 This standard does not purport to address all of the
not be used as a measure of field performance because such
safety concerns, if any, associated with its use. It is the
correlation has not been established. If loss of adhesion due to
responsibility of the user of this standard to establish appro-
water is indicated, testing by other procedures should be
priate safety, health, and environmental practices and deter-
conducted to further evaluate the mixture.
mine the applicability of regulatory limitations prior to use.
5.2 This practice should not be used for acceptance/
1.5 This international standard was developed in accor-
rejection by owner agencies.
dance with internationally recognized principles on standard-
ization established in the Decision on Principles for the
6. Apparatus
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
6.1 Scoop, shovel, or other implement capable of removing
Barriers to Trade (TBT) Committee.
arepresentativesamplefromalargermassofasphaltaggregate
mixture.
2. Referenced Documents
6.2 Glass Beakers, heat-resistant, 1000 mL to 2000 mL
2.1 ASTM Standards:
capacity or suitable metal containers of similar dimensions and
D8 Terminology Relating to Materials for Roads and Pave-
capacity.
ments
6.3 Source of Distilled Water, at least 500 mL [ ⁄2 qt] for
D979/D979M Practice for Sampling Bituminous Paving
each test (Note 1).
Mixtures
NOTE 1—Water that is not distilled has been shown to significantly
affect results of the procedure and should not be used.
This practice is under the jurisdiction of ASTM Committee D04 on Road and
6.4 Device for Heating Water—Gas burner with wire gauze
Paving Materials and is the direct responsibility of Subcommittee D04.22 on Effect
of Water and Other Elements on Asphalt Coated Aggregates.
supported on tripod or ring, hot plate, camp stove, or other
Current edition approved July 1, 2020. Published July 2020. Originally approved
suitable device which will distribute heat evenly.
in 1977. Last previous edition approved in 2012 as D3625/D3625M – 12. DOI:
10.1520/D3625_D3625M-20.
6.5 Thermometers—ASTM low-distillation thermometers
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
graduated either in Celsius or Fahrenheit as specified, having a
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
range from 2 °C to +300 °C or 30 °F to 580 °F respectively,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. and conforming to the requirements for thermomet
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM 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: D3625/D3625M − 12 D3625/D3625M − 20
Standard Practice for
Effect of Water on Bituminous-CoatedAsphalt-Coated
Aggregate Using Boiling Water
This standard is issued under the fixed designation D3625/D3625M; 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 practice covers a rapid procedure for visually observing the loss of adhesion in uncompacted bituminous-
coatedasphalt-coated aggregate mixtures due to the action of boiling water.
1.2 Units—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 non-conformancenonconformance with the 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 safety, health, and healthenvironmental 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.
2. Referenced Documents
2.1 ASTM Standards:
E1D8 Specification for ASTM Liquid-in-Glass ThermometersTerminology Relating to Materials for Roads and Pavements
D979D979/D979M Practice for Sampling Bituminous Paving Mixtures
E1 Specification for ASTM Liquid-in-Glass Thermometers
3. Terminology
3.1 Definitions—For definitions of terms used in this standard, refer to Terminology D8.
4. Summary of Practice
4.1 A bituminous-coatedAn asphalt-coated aggregate mixture sample is placed in a container of boiling distilled water and
boiled for 10 min. After cooling the boiled mixture, visual observation is made of retained bitumenasphalt coating on the aggregate.
5. Significance and Use
5.1 This practice is useful as an indicator of the relative susceptibility of bituminous-coatedasphalt-coated aggregate to water,
but should not be used as a measure of field performance because such correlation has not been established. If loss of adhesion
due to water is indicated, testing by other procedures should be conducted to further evaluate the mixture.
5.2 This practice should not be used for acceptance/rejection by owner agencies.
This practice is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.22 on Effect of Water
and Other Elements on Asphalt Coated Aggregates.
Current edition approved June 1, 2012July 1, 2020. Published July 2012July 2020. Originally approved in 1977. Last previous edition approved in 20052012 as D3625 – 96
(2005).D3625/D3625M – 12. DOI: 10.1520/D3625-12.10.1520/D3625_D3625M-20.
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D3625/D3625M − 20
6. Apparatus
6.1 Scoop, shovel, or other implement capable of removing a representative sample from a larger mass of bituminous-
coatedasphalt aggregate mixture.
6.2 Glass Beakers, heat-resistant, 1000–2000 1000 mL to 2000 mL capacity or suitable metal containers of similar dimensions
and capacity.
6.3 Source of Distilled Water, (atat least 500 mL ([ ⁄2 qt)qt] for each test)test (Note 1).
NOTE 1—Water that is not distilled has been shown to significantly affect results of the procedure and should not be used.
6.4 Device for Heating Water—gasGas burner with wire gauze supported on tripod or ring, hot plate, camp stove, or other
suitable device which will distribute heat evenly.
6.5 Thermometers—ASTM low-distillation thermometers graduated either in
...








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