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ASTM D5581-25

contributor authorASTM - ASTM International
date accessioned2025-09-30T19:26:27Z
date available2025-09-30T19:26:27Z
date copyright2025
date issued2025
identifier otherd5581-25.pdf
identifier urihttp://yse.yabesh.ir/std;query=authoCA58ear3081D206861598F1EFDEC014A/handle/yse/343572
description abstract3.1 This test method is used in the laboratory mix design of asphalt mixtures. Specimens are prepared in accordance with the method and tested for maximum load and flow. Density and voids properties may also be determined on specimens prepared in accordance with the method. The testing section of this method can also be used to obtain maximum load and flow for asphalt paving specimens cored from pavements or prepared by other methods. These results may differ from values obtained on specimens prepared by this test method. Note 1: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
languageEnglish
titleStandard Test Method for Resistance to Plastic Flow of Asphalt Mixtures Using Marshall Apparatus (6 in. Diameter Specimen)en
titleASTM D5581-25num
typestandard
statusActive
treeASTM - ASTM International:;2025
contenttypefulltext
scope1.1 This test method covers the measurement of the resistance to plastic flow of cylindrical specimens of asphalt paving mixture loaded on the lateral surface by means of the Marshall apparatus. This test method is for use with mixtures containing asphalt binder and aggregate up to 11/2 in. (37.5 mm) nominal maximum size. 1.2 The values stated in inch-pound units are to be regarded as standard except for reference to sieve sizes and size of aggregate as measured by testing sieves in which SI units are standard according to Specification E11. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.4 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. 1.5 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.
identifier DOI10.1520/D5581-25


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