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ASTM D5361/D5361M-14

(Practice)

Standard Practice for Sampling Compacted Bituminous Mixtures for Laboratory Testing

Standard Practice for Sampling Compacted Bituminous Mixtures for Laboratory Testing

SIGNIFICANCE AND USE
3.1 Samples obtained in accordance with the procedure given in this practice may be used to measure pavement thickness, density, resilient or dynamic modulus, tensile strength, Marshall or Hveem stability, or for extraction testing, to determine asphalt content, asphalt properties and mix gradation.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 assure 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 procedure for removal of a sample of compacted bituminous mixture from a pavement for laboratory testing.  
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-conformance 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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
06-Mar-2014
ICS
75.140 - Waxes, bituminous materials and other petroleum products
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.30 - Methods of Sampling
Current Stage
Ref Project

Relations

Replaces
ASTM D5361/D5361M-11a - Standard Practice for Sampling Compacted Bituminous Mixtures for Laboratory Testing
Effective Date
07-Mar-2014
Referred By
ASTM D3549/D3549M-18(2023) - Standard Test Method for Thickness or Height of Compacted Asphalt Mixture Specimens
Effective Date
07-Mar-2014
Referred By
ASTM D8044-23 - Standard Test Method for Evaluation of Asphalt Mixture Cracking Resistance Using the Semi-Circular Bend Test (SCB) at Intermediate Temperatures
Effective Date
07-Mar-2014
Referred By
ASTM D979/D979M-22 - Standard Practice for Sampling Asphalt Mixtures
Effective Date
07-Mar-2014
Referred By
ASTM D8237-21 - Standard Test Method for Determining Fatigue Failure of Asphalt-Aggregate Mixtures with the Four-Point Beam Fatigue Device
Effective Date
07-Mar-2014
Referred By
ASTM D1188/D1188M-22 - Standard Test Method for Bulk Specific Gravity and Density of Compacted Asphalt Mixtures Using Coated Samples
Effective Date
07-Mar-2014
Referred By
ASTM D7063/D7063M-18 - Standard Test Method for Effective Porosity and Effective Air Voids of Compacted Asphalt Mixture Samples
Effective Date
07-Mar-2014
Referred By
ASTM D8303-20 - Standard Test Method for Determining Thermal Cracking Properties of Asphalt Mixtures Through Measurement of Thermally Induced Stress and Strain
Effective Date
07-Mar-2014
Referred By
ASTM D7227/D7227M-22 - Standard Practice for Rapid Drying of Compacted Asphalt Mixture Specimens Using Vacuum Drying Apparatus
Effective Date
07-Mar-2014
Referred By
ASTM D6752/D6752M-18 - Standard Test Method for Bulk Specific Gravity and Density of Compacted Asphalt Mixtures Using Automatic Vacuum Sealing Method
Effective Date
07-Mar-2014
Referred By
ASTM D7870/D7870M-20 - Standard Practice for Moisture Conditioning Compacted Asphalt Mixture Specimens by Using Hydrostatic Pore Pressure
Effective Date
07-Mar-2014
Referred By
ASTM D8292-20 - Standard Test Method for Permanent Deformation Behavior and Rutting Resistance of Compacted Asphalt Mix in the Modified Loaded Wheel Tracker Test Utilizing Controlled Confining Pressure
Effective Date
07-Mar-2014
Referred By
ASTM D8458-22 - Standard Test Method for Evaluation of Fatigue Performance of Asphalt Mixtures Using the Three-Point Bending Cylinder (3PBC) Test
Effective Date
07-Mar-2014
Referred By
ASTM D2726/D2726M-21 - Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Asphalt Mixtures
Effective Date
07-Mar-2014

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ASTM D5361/D5361M-14 - Standard Practice for Sampling Compacted Bituminous Mixtures for Laboratory TestingASTM D5361/D5361M-14 - Standard Practice for Sampling Compacted Bituminous Mixtures for Laboratory Testing
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ASTM D5361/D5361M-14 - Standard Practice for Sampling Compacted Bituminous Mixtures for Laboratory Testing
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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: D5361/D5361M − 14
StandardPractice for
Sampling Compacted Bituminous Mixtures for Laboratory
1
Testing
This standard is issued under the fixed designation D5361/D5361M; 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.
Note—Standard Practice was corrected editorially and the year date was changed on March 7, 2014.
1. Scope thickness, density, resilient or dynamic modulus, tensile
strength, Marshall or Hveem stability, or for extraction testing,
1.1 This practice describes a procedure for removal of a
to determine asphalt content, asphalt properties and mix
sample of compacted bituminous mixture from a pavement for
gradation.
laboratory testing.
NOTE 1—The quality of the results produced by this standard are
1.2 Units—The values stated in either SI units or inch-
dependent on the competence of the personnel performing the procedure
pound units are to be regarded separately as standard. The
and the capability, calibration, and maintenance of the equipment used.
values stated in each system may not be exact equivalents;
Agencies that meet the criteria of Specification D3666 are generally
therefore, each system shall be used independently of the other.
considered capable of competent and objective testing/sampling/
inspection/etc. Users of this standard are cautioned that compliance with
Combining values from the two systems may result in non-
Specification D3666 alone does not completely assure reliable results.
conformance with the standard.
Reliable results depend on many factors; following the suggestions of
1.3 The text of this standard references notes and footnotes Specification D3666 or some similar acceptable guideline provides a
means of evaluating and controlling some of those factors.
which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered
4. Apparatus
as requirements of the standard.
4.1 To minimize distortion of the compacted bituminous
1.4 This standard does not purport to address all of the
course(s), power equipment shall be used to secure the sample.
safety concerns, if any, associated with its use. It is the
The equipment may be either a core drill or power saw.
responsibility of the user of this standard to establish appro-
4.2 Thecuttingedgeofthecoredrillbitshallbeofhardened
priate safety and health practices and determine the applica-
steel or other suitable material with diamond chips embedded
bility of regulatory limitations prior to use.
in the metal cutting edge.
2. Referenced Documents
4.3 Saw blades used in a power saw shall be either a
2
2.1 ASTM Standards: hardened metal blade with diamond chips embedded or an
D3665 Practice for Random Sampling of Construction Ma-
abrasive blade such as carborundum or similar material.
terials
4.4 A source of cooling water, dry ice, liquid nitrogen, or
D3666 Specification for Minimum Requirements for Agen-
other cooling material is normally required but in some cases
cies Testing and Inspecting Road and Paving Materials
may be omitted when only a single sample is to be secured.At
any time there is evidence of damage to the edge of the sample
3. Significance and Use
due to the generation of heat caused by friction, a cooling
3.1 Samples obtained in accordance with the procedure
material shall be applied to the cutting tool or to the pavement
given in this practice may be used to measure pavement
surface to minimize sample distortion or other damage.
4.5 A device (core debonder) for separating core samples
1 from underlying layers is not required to be used. If such
This practice is under the jurisdiction of ASTM Committee D04 on Road and
Paving Materials and is the direct responsibility of Subcommittee D04.30 on deviceisemployed,itshallbeametalsemicirclewithaninside
Methods of Sampling.
radius equal to the outside radius of the core and shall have a
Current edition approved March 7, 2014. Published March 2014. Originally
rigidly attached handle. A split core barrel of the required
approved in 1993. Last previous edition approved in 2011 as D5361/D5361M – 11a.
radius cut in half vertically and welded to a strap iron handle
DOI: 10.1520/D5361_D5361M-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
is suitable for this purpose. (See Fig. 1.)
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 NOTE 2—Differences in manufacturers’ tolerances of core barrels’
the ASTM website. diameters and thicknesses may result in a particular barrel not fitti
...

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3.1 This test method is useful in confirming that a material has been added to the asphalt to provide a significant elastomeric characteristic. It does not necessarily identify the type or amount of material added.
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SCOPE
1.1 This test method assesses the elastic recovery of an asphalt material measured by the recoverable strain determined after severing an elongated briquet specimen of the material of the form described in 4.1. The specimens are pulled to a specified distance at a specified speed and at a specified temperature. Unless otherwise specified, the test shall be made at a temperature of 25 ± 0.5 °C [77 ± 0.9 °F] and with a speed of 5 cm/min ± 5 %.  
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.  
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SIGNIFICANCE AND USE
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SCOPE
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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 into 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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ASTM
ASTM D7870/D7870M-20(Practice)
Standard Practice for Moisture Conditioning Compacted Asphalt Mixture Specimens by Using Hydrostatic Pore Pressure

SIGNIFICANCE AND USE
4.1 This practice provides an accelerated conditioning method under cyclic loading. This system is capable of operating at higher than normal temperatures and creating pore pressure within a compacted asphalt mixture to achieve an acceleration of the effects that a mixture would experience over time from traffic at normal temperatures and conditions. The accelerated conditioning in this practice is intended to simulate the stresses induced in a wet pavement by a passing vehicle tire. The pulse shape produced by this system approximates a Lorentzian function with a half peak width of approximately 1 s at 276 kPa [40 psi].  
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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