1781425

ASTM D6390-11

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

standard by ASTM International , 01/01/2011

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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 and health practices and determine the applicability of regulatory limitations prior to use.

 

Product Details

Published:
01/01/2011
Number of Pages:
3
File Size:
1 file , 96 KB
Redline File Size:
2 files , 180 KB
Note:
This product is unavailable in Russia, Ukraine, Belarus
 

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)


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

    • Historical Version

  3. ASTM D6390-11

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    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