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Standard Test Method for Quantitative Extraction and Recovery of Asphalt Binder from Asphalt Mixtures (Withdrawn 2010)
Automatische name übersetzung:
Standard Test Method for Quantitative Extraktion und Gewinnung von Asphalt Binder von Asphaltmischungen (Withdrawn 2010)
NORM herausgegeben am 10.12.2002
Bezeichnung normen: ASTM D6847-02
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 10.12.2002
SKU: NS-36758
Zahl der Seiten: 9
Gewicht ca.: 27 g (0.06 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
asphalt binder, extraction, recovery, rotary evaporator, ICS Number Code 93.080.20 (Road construction materials)
| Significance and Use | ||||||||||||||||||||
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This standard is used to extract and recover asphalt binder from an asphalt mixture sample. The recovered mixture components (asphalt binder and aggregates) can then be subjected to further physical tests. |
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| 1. Scope | ||||||||||||||||||||
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1.1 This test method covers a procedure for the extraction and recovery of asphalt binder from asphalt mixtures-both HMA (hot mix asphalt) and RAP (reclaimed/recycled asphalt pavement)—having a minimal effect on the physical properties of the asphalt binder recovered. It is primarily intended for use when the physical properties of the recovered asphalt are to be determined. It can also be used to determine the quantity of asphalt binder in the HMA or RAP. Recovered aggregate may be used for sieve analysis. This may also be accomplished through Test Methods D 2172. 1.2 The values stated in SI units are regarded as the standard. Values in parentheses are for informational use. 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. Note 1—It is suggested that agency and personnel performing this test meet the requirements of Specification D 3666. |
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| 2. Referenced Documents | ||||||||||||||||||||
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