ACI 207.5 : 1989

Chapter 1 Introduction
    1.1 General
    1.2 What is RCC?
    1.3 History
    1.4 Advantages & disadvantages
Chapter 2 Materials and mixture proportioning for RCC
    2.1 General
    2.2 Materials
    2.3 Mixture proportioning considerations
    2.4 Mixture proportioning methods
    2.5 Laboratory trial mixtures
    2.6 Field adjustments
Chapter 3 Properties of hardened RDD
    3.1 General
    3.2 Strength
    3.3 Elastic properties
    3.4 Dynamic properties
    3.5 Creep
    3.6 Volume change
    3.7 Thermal properties
    3.8 Tensile strain capacity
    3.9 Permeability
    3.10 Durability
    3.11 Unit weight
Chapter 4 Design of RCC Dams
    4.1 General
    4.2 Dam section considerations
    4.3 Stability
    4.4 Temperature studies & control
    4.5 Contraction joints
    4.6 Galleries & adits
    4.7 Facing design & seepage control
    4.8 Spillways
    4.9 Outlet works
Chapter 5 Construction of RCC dams
    5.1 General
    5.2 Aggregate production & plant location
    5.3 Proportioning & mixing
    5.4 Transporting & placing
    5.5 Compaction
    5.6 Lift joints
    5.7 Contraction joints
    5.8 Forms & facings
    5.9 Curing & protection from weather
    5.10 Galleries & drainage
Chapter 6 Quality control of RCC
    6.1 General
    6.2 Activities prior to RCC placement
    6.3 Activities during RCC placement
    6.4 Activities after RCC placement
Chapter 7 General references & information Sources
    7.1 General
    7.2 ASTM standards
    7.3 U.S. Army Corps of Engineers test procedures
    7.4 U.S. Bureau of Reclamation test procedures
    7.5 ACI references
    7.6 Gravity dam design references
    7.7 References cited in text

Roller compacted concrete (RCC) is a concrete of no-slump consistency in its unhardened state that is transported, placed, and compacted using earth and rock fill construction equipment. Properties of hardened RCC are similar to those of conventionally placed concrete. This report applies to the use of RCC in structures that require measures be taken to cope with generation of heat from hydration of the cementitious materials and attendant volume change to minimize cracking. Mixture proportioning, physical properties, mixing, transporting, placing, consolidating, curing, protection, testing, inspection, design, and construction are covered.