Table of Contents
Section 1—General requirements
1.1—Scope
1.1.1—Work specified
1.1.2—Work not specified
1.2—Definitions
1.3—Reference standards
1.4—Standards-producing organizations
1.5—Submittals
1.5.1—General
1.5.2—Testing agency reports
1.6—Quality assurance
1.6.1—General
1.6.2—Testing agencies
1.6.3—Testing responsibilities of Contractor
1.6.4—Testing responsibilities of Owner’s Testing Agency
1.6.5—Tests on hardened concrete in-place
1.6.6—Evaluation of concrete strength tests
1.6.7—Acceptance of concrete strength
1.6.8—Field acceptance of concrete
1.7—Acceptance of structure
1.7.1—General
1.7.2—Dimensional tolerances
1.7.3—Appearance
1.7.4—Strength of structure
1.7.5—Durability
1.8—Protection of in-place concrete
1.8.1—Loading and support of concrete
1.8.2—Protection from mechanical injury
Section 2—Formwork and formwork accessories
2.1—General
2.1.1—Description
2.1.2—Submittals
2.2—Products
2.2.1—Materials
2.2.2—Performance and design requirements
2.2.3—Fabrication and manufacture
2.3—Execution
2.3.1—Construction and erection of formwork
2.3.2—Removal of formwork
2.3.3—Reshoring and backshoring
2.3.4—Strength of concrete required for removal of formwork
2.3.5—Field quality control
Section 3—Reinforcement and reinforcement supports
3.1—General
3.1.1—Submittals, data, and drawings
3.1.2—Materials delivery, storage, and handling
3.2—Products
3.2.1—Materials
3.2.2—Fabrication
3.3—Execution
3.3.1—Preparation
3.3.2—Placement
Section 4—Joints and accessories
4.1—General
4.1.1—Description
4.1.2—Submittals
4.2—Products
4.2.1—Materials
4.2.2—Performance and design requirements
4.3—Execution
4.3.1—General
4.3.2—Construction joints and other bonded joints
4.3.3—Contraction joints
4.3.4—Expansion joints
4.3.5—Waterstops
4.3.6—Smooth dowels
Section 5—Concrete mixtures
5.1—General
5.1.1—Description
5.1.2—Submittals
5.1.3—Quality control
5.1.4—Materials storage and handling
5.2—Products
5.2.1—Materials
5.2.2—Performance and design requirements
5.2.3—Proportioning
5.3—Execution
5.3.1—Measuring, batching, and mixing
5.3.2—Delivery
Section 6—Handling, placing, and constructing
6.1—General
6.1.1—Description
6.1.2—Submittals
6.1.3—Delivery, storage, and handling
6.2—Products
6.2.1—Materials
6.3—Execution
6.3.1—Preparation
6.3.2—Placement of concrete
6.3.3—Finishing formed surfaces
6.3.4—Finishing unformed surfaces
6.3.5—Curing and protection
6.3.6—Repair of surface defects
Section 7—Architectural concrete
7.1—General
7.1.1—Description
7.1.2—Submittals
7.1.3—Quality assurance
7.1.4—Product delivery, storage, and handling
7.1.5—Project conditions
7.2—Products
7.2.1—Materials
7.2.2—Performance and design requirements
7.3—Execution
7.3.1—Preparation
7.3.2—Proportioning concrete mixtures
7.3.3—Consolidation
7.3.4—Formwork monitoring
7.3.5—Formwork removal
7.3.6—Repair of tie holes and surface defects
7.3.7—Finishing
Section 8—Mass concrete
8.1—General
8.1.1—Description
8.1.2—Submittals
8.2—Products
8.2.1—Materials
8.2.2—Performance and design requirements
8.3—Execution
8.3.1—Placement
8.3.2—Curing and protection
Section 9—Internal post-tensioned concrete
9.1—General
9.1.1—Description
9.1.2—Submittals
9.1.3—Quality control
9.1.4—Product handling and storage
9.2—Products
9.2.1—Materials
9.2.2—Proportioning of cementitious grout mixtures
9.2.3—Proportioning of epoxy grout mixtures
9.3—Execution
9.3.1—Field observations
9.3.2—Grouted tendon installation
9.3.3—Grouting
9.3.4—Unbonded tendon installation
9.3.5—Tendon tolerances
9.3.6—Concrete placement
9.3.7—Tensioning
9.3.8—Tendon finishing
Section 10—External prestressed wrapped concrete tanks
10.1—General
10.1.1—Description
10.1.2—Submittals
10.1.3—Quality control
10.1.4—Product delivery, handling, and storage
10.2—Products
10.2.1—Materials
10.2.2—Proportioning of concrete and shotcrete mixtures
10.3—Execution
10.3.1—Placement
Notes to Specifier
General notes
Foreword to Checklists
Mandatory Requirements Checklist
Optional Requirements Checklist
Submittals Checklist