ACI 211.6T

Abstract

<strong>Introduction</strong> <br>This document describes the aggregate suspension mixture proportioning method. The method is suitable for normalweight concrete with workability ranging from zero-slump to self-consolidating. This method may not be suitable for mass concrete mixture proportioning. It is adapted from a method originally published by Koehler and Fowler (2007). <br>The aggregate suspension mixture proportioning method is based on the representation of concrete as a suspension of aggregates in paste and air, as depicted schematically in Fig. 1. All solid material finer than the No. 200 (75 &#956;m) sieve is considered to be part of the powder and, subsequently, the paste. To proportion a concrete mixture, the optimal combination of aggregates for the application is selected based on grading, size, shape, angularity, and texture. Next, the total volume of paste and air required for the selected aggregates is determined. Then, the composition of paste and air&#8212;namely the relative amounts of water, each powder material, and air&#8212;is optimized to achieve the desired concrete rheology and hardened properties. Lastly, trial batches are used to make adjustments. Although this document discusses concrete rheology, measurements of rheology are not required to perform this method. Guidance on measuring rheology is available in ACI 238.1R. <br>Key features of the method include: <br>a) The aggregates are selected on a combined basis, rather than individually. <br>b) The volumes of aggregates and of paste and air are selected based on the properties of the combined aggregates. Aggregates with desired grading, shape, angularity, and texture for the application will typically result in less volume of paste needed. <br>c) All material finer than the No. 200 (75 &#956;m) sieve is considered part of the powder content and, thus, part of the paste. This material includes fines from the aggregate and separately added fines, such as ground limestone filler. <br>d) The water-powder ratio (w/p) is considered when adjusting workability and the water-cementitious materials ratio (w/cm) is considered when aiming to achieve desired hardened properties. The difference between w/p and w/cm is attributable to noncementitious fines such as ground limestone filler and other mineral fillers. <br>Calculations should be performed in a computer application. Use of this method results in proportions based on aggregates in saturated surface-dry (SSD) condition. The user should make corrections for aggregate moisture content when making trial or production batches. <br>Use of this proportioning method may result in otherwise acceptable but different proportions than those determined in ACI 211.1.