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ASTM D 2493/D2493M : 2024

Current

Current

The latest, up-to-date edition.

Standard Practice for Viscosity-Temperature Chart for Asphalt Binders

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

01-10-2024

€56.53
Excluding VAT

Committee
D 04
DocumentType
Standard Practice
Pages
5
PublisherName
American Society for Testing and Materials
Status
Current
Supersedes

1.1The viscosity-temperature chart covered by this standard is a convenient means of plotting data for estimating the viscosity of asphalt binders at any temperature within a limited range. Conversely, the chart may be used to ascertain the temperature at which a desired viscosity is attained.

1.2The chart is suitable for asphalt binders and for asphalts recovered from laboratory aging tests or extracted from pavements.

1.3The chart is based on a viscosity-temperature relationship that can be plotted using any appropriate set of units. For convenience, charts based on both conventional and SI units are provided.

1.4The range of the chart is sufficient for roofing asphalts.

1.5The range of the chart is sufficient for asphalt binders whose viscosity exceeds 0.01 Pa·s (10 centipoise).

1.6The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.

Note 1:Modified asphalt binders may not give a linear plot.

1.7This 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.

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ASTM D 2170/D2170M : 2024 Standard Test Method for Kinematic Viscosity of Asphalts
ASTM D 5581 : 2007 : REV A : R2021 : EDT 1 Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 in. Diameter Specimen)

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