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ASTM D6926-16
Standard Practice for Preparation of Asphalt Mixture Specimens Using Marshall Apparatus
NORMA vydaná dňa 15.12.2016
Informácie o norme:
Označenie normy: ASTM D6926-16
Poznámka: NEPLATNÁ
Dátum vydania normy: 15.12.2016
Kód tovaru: NS-672814
Počet strán: 7
Približná hmotnosť: 21 g (0.05 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Kategórie - podobné normy:
Anotácia textu normy ASTM D6926-16 :
Keywords:
asphalt mixtures, laboratory compaction, Marshall test,, ICS Number Code 93.080.20 (Road construction materials)
Doplňujúce informácie
| Significance and Use | ||||||||||||||||
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4.1 Compacted asphalt mixture specimens molded by this procedure are used for various physical tests such as stability, flow, indirect tensile strength, fatigue, creep, and modulus. Density and void analysis are also conducted on specimens for mixture design and evaluation of field compaction. Note 1: Uncompacted mixtures are used for determination of
theoretical maximum specific gravity.
Note 2: The quality of the results produced by this practice
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 practice 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.
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| 1. Scope | ||||||||||||||||
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1.1 This practice covers preparation and compaction of 4 in. (101.6 mm) diameter by nominal 2.5 in. (63.5 mm) high cylindrical asphalt paving mixture specimens. This practice is intended for use with laboratory and plant-produced asphalt mixtures with aggregate up to 1 in. (25.4 mm) maximum size and for recompaction of asphalt paving mixture samples. 1.2 There are three types of Marshall compaction apparatus in use. The following types of hammer arrangements are included in this practice: 1.2.1 Manually held hammer handle is attached to a flat compaction foot through a spring-loaded swivel and is hand operated (original standard developed by the United States Army Corps of Engineers). 1.2.2 Hammer handle restrained laterally (fixed) but not vertically, attached to a flat compaction foot through a spring-loaded swivel and is either mechanically or hand operated. There may or may not be a constant surcharge on top of the hammer handle. Mechanical hammers are available that operate at 1.2.3 Hammer handle restrained laterally (fixed) with constant surcharge on top of hammer, is attached to a slanted compaction foot on a rotating mold base, and is mechanically operated. This method must be used as a referee method. 1.3 Although the mass and height of mass drop for each apparatus are the same, density achieved in compacted specimens with the same number of blows will be different. It is up to the owner or specifier to establish the specific required number of blows to be used for compaction of the specimen in relation to the field. 1.4 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 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. |
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| 2. Referenced Documents | ||||||||||||||||
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