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Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures
Automatische name übersetzung:
Standard Test Methode zur Bestimmung der Draindown Eigenschaften in Unkompaktierte Asphaltmischungen
NORM herausgegeben am 1.1.2011
Bezeichnung normen: ASTM D6390-11
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.1.2011
SKU: NS-34946
Zahl der Seiten: 3
Gewicht ca.: 9 g (0.02 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
asphalt mixtures, draindown, open-graded friction courses, stone matrix asphalt, Asphalt paving mixtures, Draindown characteristics, Uncompacted asphaltic mixtures, ICS Number Code 91.100.50 (Binders. Sealing materials)
| Significance and Use | ||||||||||
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This test method can be used to determine whether the amount of draindown measured for a given asphalt mixture is within specified acceptable levels. The test provides an evaluation of the draindown potential of an asphalt mixture during mixture design and/or during field production. This test is primarily used for mixtures with high coarse aggregate content such as porous asphalt (open-graded friction course) and stone matrix asphalt (SMA). |
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| 1. Scope | ||||||||||
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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. |
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| 2. Referenced Documents | ||||||||||
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