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Standard Specification for Blended Hydraulic Cements
STANDARD published on 1.5.2014
Designation standards: ASTM C595/C595M-14
Note: WITHDRAWN
Publication date standards: 1.5.2014
SKU: NS-14185
The number of pages: 13
Approximate weight : 39 g (0.09 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
blended hydraulic cement, fly ash cement, hydraulic cement, portland blast-furnace slag cement, portland-limestone cement, portland-pozzolan cement, pozzolanic cement, slag, granulated blast furnace slag, ICS Number Code 91.100.10 (Cement. Gypsum. Lime. Mortar)
1. Scope | ||||||||||||||||||||||||||||||||||||||||||||||||||||
1.1 This specification pertains to blended hydraulic cements for both general and special applications, using slag, pozzolan, limestone, or some combination of these, with portland cement or portland cement clinker or slag with lime. Note 1: This specification prescribes ingredients and
proportions, with some performance requirements whereas Performance
Specification C1157 is a
hydraulic cement specification in which performance criteria alone
govern the products and their acceptance.
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. Values in SI units [or inch-pound units] shall be obtained by measurement in SI units [or inch-pound units] or by appropriate conversion, using the Rules for Conversion and Rounding given in IEEE/ASTM SI 10, of measurements made in other units [or SI units]. Values are stated in only SI units when inch-pound units are not used in practice. 1.3 The text of this standard refers to notes and footnotes, which provide explanatory material. These notes and footnotes (excluding those in tables and figures) are not requirements of the standard. |
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2. Referenced Documents | ||||||||||||||||||||||||||||||||||||||||||||||||||||
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