ASTM D6927−15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

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ASTM D6927−15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

ASTM D6927−15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

Scope
1.1 This test method covers measurement of resistance to plastic flow of 4 in. (102 mm) cylindrical specimens of asphalt paving mixture loaded in a direction perpendicular to the cylindrical axis by means of the Marshall apparatus.

This test method is for use with dense graded asphalt mixtures prepared with asphalt cement (modified and unmodified), cutback asphalt, tar, and tar-rubber with maximum size aggregate up to 1 in. (25 mm) in size (passing 1 in. (25 mm) sieve).

1.2 Units—The values stated in inch-pound units are to be regarded as standard.

The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

1.3 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

ASTM D6927−15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

Significance and Use
4.1 Marshall stability and flow values along with density; air voids in the total mix, voids in the mineral aggregate, or voids filled with asphalt, or both, filled with asphalt are used for laboratory mix design and evaluation of asphalt mixtures.

 

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ASTM D6927−15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

ASTM D6927−15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

Scope
1.1 This test method covers measurement of resistance to plastic flow of 4 in. (102 mm) cylindrical specimens of asphalt paving mixture loaded in a direction perpendicular to the cylindrical axis by means of the Marshall apparatus.

This test method is for use with dense graded asphalt mixtures prepared with asphalt cement (modified and unmodified), cutback asphalt, tar, and tar-rubber with maximum size aggregate up to 1 in. (25 mm) in size (passing 1 in. (25 mm) sieve).

1.2 Units—The values stated in inch-pound units are to be regarded as standard.

The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

1.3 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

ASTM D6927−15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures

Significance and Use
4.1 Marshall stability and flow values along with density; air voids in the total mix, voids in the mineral aggregate, or voids filled with asphalt, or both, filled with asphalt are used for laboratory mix design and evaluation of asphalt mixtures.

 

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