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Standard Specification for Loadbearing Concrete Masonry Units (Includes all amendments And changes 8/16/2017).
Automatically translated name:
Standard Specification for Loadbearing Concrete Masonry Units
STANDARD published on 10.2.2002
Designation standards: ASTM C90-01a
Note: WITHDRAWN
Publication date standards: 10.2.2002
SKU: NS-15518
The number of pages: 4
Approximate weight : 12 g (0.03 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
absorption, concrete masonry units, equivalent web thickness, face shell, flange, lightweight, linear shrinkage, loadbearing, medium weight, normal weight, webs, ICS Number Code 91.100.30 (Concrete and concrete products)
1. Scope | ||||||||||||||||||||||||||||||
1.1 This specification covers hollow and solid (see 5.3 and 5.4) concrete masonry units made from portland cement, water, and mineral aggregates with or without the inclusion of other materials. There are three classes of concrete masonry units: (1) normal weight, (2) medium weight, and (3) lightweight. There are two types of concrete masonry units: (1) normal weight, (2) medium weight, and (3) lightweight. These units are suitable for both loadbearing and nonloadbearing applications. 1.2 Concrete masonry units covered by this specification are made from lightweight or normal weight aggregates, or both. 1.3 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. 1.4 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. Note 1—When particular features are desired such as surface textures for appearance or bond, finish, color, or particular properties such as weight classification, higher compressive strength, fire resistance, thermal performance or acoustical performance, these features should be specified separately by the purchaser. Local suppliers should be consulted as to the availability of units having the desired features. |
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2. Referenced Documents | ||||||||||||||||||||||||||||||
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