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Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens (Includes all amendments And changes 5/27/2015).
Automatically translated name:
Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
STANDARD published on 1.6.2014
Designation standards: ASTM C39/C39M-14a
Note: WITHDRAWN
Publication date standards: 1.6.2014
SKU: NS-13210
The number of pages: 7
Approximate weight : 21 g (0.05 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
concrete core, concrete cylinder, concrete specimen, concrete strength, compressive strength, core, cylinder, drilled core, strength, ICS Number Code 91.100.30 (Concrete and concrete products)
Significance and Use | ||||||||||||||||||||||||||
4.1 Care must be exercised in the interpretation of the significance of compressive strength determinations by this test method since strength is not a fundamental or intrinsic property of concrete made from given materials. Values obtained will depend on the size and shape of the specimen, batching, mixing procedures, the methods of sampling, molding, and fabrication and the age, temperature, and moisture conditions during curing. 4.2 This test method is used to determine compressive strength of cylindrical specimens prepared and cured in accordance with Practices C31/C31M, C192/C192M, C617, and C1231/C1231M and Test Methods C42/C42M and C873. 4.3 The results of this test method are used as a basis for quality control of concrete proportioning, mixing, and placing operations; determination of compliance with specifications; control for evaluating effectiveness of admixtures; and similar uses. 4.4 The individual who tests concrete cylinders for acceptance testing shall meet the concrete laboratory technician requirements of Practice C1077, including an examination requiring performance demonstration that is evaluated by an independent examiner. 1.1 This test method covers
determination of compressive strength of cylindrical concrete
specimens such as molded cylinders and drilled cores. It is limited
to concrete having a density in excess of 800 kg/m3 [50
lb/ft3].
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are shown in brackets. 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 non-conformance with the 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. 1.4 The text of this standard references notes which provide explanatory material. These notes shall not be considered as requirements of the standard. |
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2. Referenced Documents | ||||||||||||||||||||||||||
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