ACI 211.3R 02:2002 Edition

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211.3R-02: Guide for Selecting Proportions for No-Slump Concrete (Reapproved 2009)

Published By	Publication Date	Number of Pages
ACI	2002	26

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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 3 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. Keywords: durability; mixture proportioning; no-slump concrete; rollercompacted concrete; slump test; water-cementitious materials ratio.

PDF Catalog

PDF Pages	PDF Title
1	CONTENTS
2	CHAPTER 1— SCOPE AND LIMITS CHAPTER 2— PRELIMINARY CONSIDERATIONS 2.1— General 2.2—Methods for measuring consistency 2.3—Mixing water requirement
4	CHAPTER 3— SELECTING PROPORTIONS 3.1— General 3.2—Slump and maximum-size aggregate 3.3—Estimating water and aggregate-grading requirements
5	3.4—Selecting water-cementitious materials ratio 3.5—Estimate of coarse aggregate quantity
7	CHAPTER 4— PROPORTIONING COMPUTATIONS ( SI UNITS) 4.1— General proportioning criteria 4.2—Example of proportioning computations
8	4.3—Batching quantities for production-size batching 4.4—Adjustment of trial mixture CHAPTER 5— REFERENCES 5.1— Referenced standards and reports
9	5.2—Cited references APPENDIX 1— PROPORTIONING COMPUTATIONS ( INCH- POUND UNITS) A1.1— General proportioning criteria
10	A1.2—Example of proportioning computations A1.3—Batching quantities for production use
11	A1.4—Adjustment of trial mixture APPENDIX 2— LABORATORY TESTS A2.1— General A2.2—Physical properties of cement A2.3—Properties of aggregate
12	A2.4—Concrete mixture tests A2.5—Specifications and test methods A2.6— Equipment and techniques for measuring consistency A2.7—Vebe apparatus APPENDIX 3— ROLLER-COMPACTED CONCRETE MIXTURE PROPORTIONING A3.1— General
13	A3.2—Consistency A3.3—Durability A3.4—Strength A3.5—Selection of materials A3.5.1 General
14	A3.5.3 Aggregates A3.5.4 Admixtures A3.6—Selection of mixture proportions A3.6.1 General
15	A3.6.2.1 Procedure for proportioning RCC to meetspecified limits of consistency A3.6.2.2 Water content A3.6.2.3 Cementitious material content A3.6.2.4 Fine aggregate content A3.6.2.5 Coarse aggregate content
16	A3.6.3 Proportioning steps A3.6.4 Example problem
17	A3.7—Proportioning using soil compaction concepts A3.7.1 General
18	A3.7.2 Cementitious materials content A3.7.3 Fine and coarse aggregate content A3.7.4 Water content A3.7.5 Proportioning steps A3.7.6 Example problem
20	APPENDIX 4— CONCRETE ROOF TILE MIXTURE PROPORTIONING A4.1—General A4.2—Selection of materials A.4.2.1 Portland cement A4.2.2 Mineral admixtures A4.2.3 Normalweight and lightweight aggregates A4.2.4 Grading and fineness modulus A4.2.5 Admixtures A4.2.6 Pigments A4.3—Proportioning procedure A4.3.1 Water-cementitious materials ratio
21	APPENDIX 5— CONCRETE MASONRY UNIT MIXTURE PROPORTIONING A5.1— General A5.2—Cementitious materials A5.2.1 Portland cement A5.2.2 Supplementary cementitious materials A5.2.3 Quantity of cementitious materials A5.3—Aggregates
23	A5.4—Proportioning procedure
24	APPENDIX 6— PERVIOUS CONCRETE MIXTURE PROPORTIONING A6.1— General A6.2—Materials A6.3—Water-cementitious materials ratio A6.4—Durability A6.5—Percent voids
25	A6.6—Amount of coarse aggregate A6.7—Proportioning procedure