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About This Item

 

Full Description

1.1 This test method covers the determination of the amount of draindown in an uncompacted asphalt mixture sample when the sample is held at elevated temperatures comparable to those encountered during the production, storage, transport, and placement of the mixture. The test is particularly applicable to mixtures such as porous asphalt (open-graded friction course) and stone matrix asphalt (SMA).

1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.

1.4 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.

 

Document History

  1. ASTM D6390-23


    Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures

    • Most Recent
  2. ASTM D6390-11(2017)

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    Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures

    • Historical Version
  3. ASTM D6390-11


    Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures

    • Historical Version
  4. ASTM D6390-05(2010)


    Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures

    • Historical Version
  5. ASTM D6390-05


    Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures

    • Historical Version
  6. ASTM D6390-99


    Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures

    • Historical Version