Recommended practice for Selecting Proportions for No-Slump Concrete

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Title: Recommended practice for Selecting Proportions for No-Slump Concrete

Author(s): ACI Committee 211

Publication: Journal Proceedings

Volume: 62

Issue: 7

Appears on pages(s): 737-738

Keywords: ACI standard, aggregate, concrete, consistency, durability, maximum size aggregate, no slump concrete, proportioning, slump strength, water-cement ratio

Date: 7/1/1965

Abstract:
This proposed standard is intended as a supplement to ACI Standard Recommended Practice for Selecting Proportions for Concrete (ACI 613-54). The standard describes a procedure for proportioning concretes having slumps in the range of zero to 1 in. and consistencies below this range, for aggregates up to l-1/2 in. maximum size. Suitable equipment for measuring such consistencies is described. Tables similar to those in ACI 613-54 are pro-vided 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, in conjunction with tables in ACI 613-54, are given.