Guide for Selecting Proportions for No-Slump Concrete

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 3 in maximum size. Tables similar to those in ACI 211.1-91 are provided which, along with laboratory tests on physical properties of fine and course aggregate, yield information for obtaining concrete proportions for a trial mixture.