ACI 309.5R : 2000(R2006)

Chapter 1—Introduction 1.1—General 1.2—Scope and objective 1.3—Description 1.4—Terminology 1.5—Importance of compaction Chapter 2—Mixture proportions 2.1—General 2.2—Moisture-density relationship 2.3—Coarse aggregate Chapter 3—Effects on properties 3.1—General 3.2—Strength 3.3—Watertightness 3.4—Durability Chapter 4—Equipment 4.1—General 4.2—Vibratory rollers 4.3—Rubber-tired rollers 4.4—Small compactors 4.5—Paving machines Chapter 5—Placement and compaction 5.1—General 5.2—Minimizing segregation 5.3—Placement and compaction in dams and related work 5.4—Placement and compaction of pavements Chapter 6—Construction control 6.1—General 6.2—Consistency and moisture content6.3—In-place density 6.4—Maximum density 6.5—Strength 6.6—Inspection of compaction operations Chapter 7—References 7.1—Referenced standards and reports 7.2—Cited references

This report presents a discussion of the equipment and special construction procedures associated with the compaction of RCC.