Table of Contents
Chapter 1—Introduction and scope
1.1—Introduction
1.2—Scope
Chapter 2—Notation and definitions
2.1—Notation
2.2—Definitions
Chapter 3—Performance requirements
3.1—Test age
3.2—Required average compressive strength for f ' cr
3.3—Other requirements
Chapter 4—Concrete materials
4.1—Introduction
4.2—Portland cement
4.3—Fly ash
4.4—Silica fume
4.5—Slag cement
4.6—Combinations of other cementitious materials
4.7—Mixing water
4.8—Coarse aggregate
4.9—Fine aggregate
4.10—Chemical admixtures
Chapter 5—High-strength concrete mixture properties
5.1—Introduction
5.2—Water-cementitious material ratio
5.3—Workability
Chapter 6—High-strength concrete mixture proportioning using fly ash
6.1—Fundamental relationship
6.2—Concrete mixture proportioning
6.3—Sample calculations
Chapter 7—High-strength concrete mixture proportioning using silica fume
7.1—Fundamental relationships
7.2—Concrete mixture proportioning
7.3—Sample calculations
Chapter 8—High-strength concrete mixture proportioning using slag cement
8.1—Fundamental relationships
8.2—Concrete mixture proportioning
8.3—Sample calculations
Chapter 9—References
9.1— Referenced standards and reports
9.2—Cited references