In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Second Floor, Office # 02.01/07
The Offices 02 Building, One Central
Dubai World Trade Center Complex
Phone: +971.4.516.3208 & 3209
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: 211.3R-97: Standard Practice for Selecting Proportions for No-Slump Concrete
Publication: Technical Documents
Appears on pages(s): 26
Abstract:Note: A newer version of this document exists. This document was replaced by 211.3R-02.
Intended as a suuplement to "Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete" (ACI 211.1). The standard describes a procedure for proportioning concretes having slumps in the range of zero to 1 inch and consistencies below this range, for aggregates up to 1 inch maximum size. Suitable equipment for measuring such consistencies is described. Tables similar to those in ACI 211.1 are provided which, along with laboratory tests on physical properties of fine and coarse aggregate, yield information for obtaining concrete proportions for a trial mixture. Examples of the use of these tables are given. An appendix provides complete conversion of all tabular data to metric system units and shows a sample problem worked out with metric values.
Note: A newer version of this document exists. This document was replaced by 211.3R-02.