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ASTM C33/C33M-13
Standard Specification for Concrete Aggregates
STANDARD published on 1.1.2013
The information about the standard:
Designation standards: ASTM C33/C33M-13
Note: WITHDRAWN
Publication date standards: 1.1.2013
SKU: NS-12984
The number of pages: 11
Approximate weight : 33 g (0.07 lbs)
Country: American technical standard
Category: Technical standards ASTM
The category - similar standards:
Annotation of standard text ASTM C33/C33M-13 :
Keywords:
aggregates, coarse aggregate, concrete aggregates, fine aggregate, ICS Number Code 91.100.30 (Concrete and concrete products)
Additional information
| 1. Scope | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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1.1 This specification defines the requirements for grading and quality of fine and coarse aggregate (other than lightweight or heavyweight aggregate) for use in concrete.1.2 This specification is for use by a contractor, concrete supplier, or other purchaser as part of the purchase document describing the material to be furnished. 1.3 This specification is also for
use in project specifications to define the quality of aggregate,
the nominal maximum size of the aggregate, and other specific
grading requirements. Those responsible for selecting the
proportions for the concrete mixture shall have the responsibility
of determining the proportions of fine and coarse aggregate and the
addition of blending aggregate sizes if required or approved.
1.4 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. 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 this standard. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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