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Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Automatische name übersetzung:
Standard Test Method for Dichte (Einzelgewicht), Yield und Air Content (gravimetrische) von Beton
NORM herausgegeben am 1.8.2014
Bezeichnung normen: ASTM C138/C138M-14
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.8.2014
SKU: NS-10947
Zahl der Seiten: 4
Gewicht ca.: 12 g (0.03 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
air content, cement content, concrete, relative yield, unit weight, yield, ICS Number Code 91.100.30 (Concrete and concrete products)
1. Scope | ||||||||||||||||
1.1 This test method covers determination of the density (see Note 1) of freshly mixed concrete and gives formulas for calculating the yield, cement content, and air content of the concrete. Yield is defined as the volume of concrete produced from a mixture of known quantities of the component materials. 1.2 The 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 non-conformance with the standard. Note 1: Unit weight was the previous terminology used to
describe the property determined by this test method, which is mass
per unit volume.
1.3 The text of this test method references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables) shall not be considered as requirements of this test method. 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 and health practices and determine the applicability of regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2) |
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2. Referenced Documents | ||||||||||||||||
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