Table of Contents
Chapter 1—Introduction
1.1—Background
1.2—Scope
Chapter 2—Preamble
Chapter 3—Glossary of terms
Chapter 4—Properties of high-strength concrete
4.1—Mechanical properties
4.2—Durability properties
4.3—Constructibility properties
Chapter 5—Raw materials
Chapter 6—Mixture proportioning
6.1—Required strength
6.2—Water-cementitious material ratio
6.3—Cementitious materials content
6.4—Air entrainment
6.5—Aggregates
6.6—Supplementary cementitious materials
6.7—Chemical admixtures
6.8—Combinations of supplementary cementitious materials and chemical admixtures
6.9—Proportioning for workability
6.10—Trial batches
Chapter 7—Mixture submittal requirements
Chapter 8—Preconstruction meetings
8.1—Batching
8.2—Transportation
8.3—Placement
Chapter 9—Ordering
Chapter 10—Raw materials handling
Chapter 11—Production and delivery
Chapter 12—Concrete temperature control
Chapter 13—Placement, consolidation, and finishing
Chapter 14—Curing
Chapter 15—Raw material sampling and testing
15.1—Sampling method
15.2—Sample identification
15.3—Testing
Chapter 16—Concrete sampling and testing
16.1—Sampling and testing schedule
Chapter 17—Summary and recommendations
17.1—Raw materials
17.2—Mixture proportioning
17.3—Mixture submittal requirements
17.4—Preconstruction meetings
17.5—Ordering
17.6—Raw materials handling
17.7—Production and delivery
17.8—Concrete temperature control
17.9—Placement, consolidation, and finishing
17.10—Curing
17.11—Raw materials sampling and testing
17.12—Concrete sampling and testing
Chapter 18—References
18.1—Referenced standards and reports
18.2—Cited references
Appendix—Sample agenda for preconstruction
meeting concerning high-strength concrete