301-10 Specifications for Structural Concrete

301-10 Specifications for Structural Concrete

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Description

ACI 301 covers general construction requirements for cast-in-place structural concrete and slabs-on-ground. The first five sections cover materials and proportioning of concrete; reinforcement and prestressing steel; production, placing, finishing, and curing of concrete; formwork performance criteria and construction; treatment of joints; embedded items, repair of surface defects; and finishing of formed and unformed surfaces. Provisions governing testing, evaluation, and acceptance of concrete as well as acceptance of the structures are included. The remaining sections are devoted to architectural concrete, lightweight concrete, mass concrete, posttensioned concrete, shrinkage-compensating concrete, industrial floor slabs, tilt-up construction, precast structural concrete, and precast architectural concrete.

Keywords: aci 301, 301, architectural; cold weather; compressive strength; durability; concrete slab; consolidation; curing; finish; formwork; grouting; hot weather; industrial floors; inspection; joints; lightweight concrete; mass concrete; mixture proportions; placing; precast; post-tensioned; prestressing steel; repair; reshoring; shoring; shrinkage-compensating; slabs-on-ground; steel reinforcement; testing; tilt-up; tolerance; welded wire.

Document Details

Author: ACI Committee 301

Publication Year: 2010

Pages: 77

ISBN: 9780870314032

Categories: Specifications

Formats: Printed Document or Protected PDF/Web View

This document is Historical

Table of Contents

Section 1—General requirements

1.1—Scope

1.1.1—Work specified

1.1.2—Work not specified

1.1.3—Units

1.2—Definitions

1.3—Referenced standards and cited publications

1.3.1—Referenced standards

1.3.2—Cited publications

1.3.3—Field references

1.4—Standards-producing organizations

1.5—Submittals

1.5.1—General

1.5.2—Contractor’s quality control

1.6—Quality assurance and quality control

1.6.1—General

1.6.2—Responsibilities of Contractor

1.6.3—Responsibilities of Owner’s testing agency

1.6.4—Tests on hardened concrete in place

1.6.5—Evaluation of concrete strength tests

1.6.6—Acceptance of concrete strength

1.6.7—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

3.1.2—Material storage and handling

3.2—Products

3.2.1—Materials

3.2.2—Fabrication

3.3—Execution

3.3.1—Preparation

3.3.2—Placing

Section 4—Concrete mixtures

4.1—General

4.1.1—Description

4.1.2—Submittals

4.1.3—Quality control

4.1.4—Material storage and handling

4.2—Products

4.2.1—Materials

4.2.2—Performance and design requirements

4.2.3—Proportioning

4.3—Execution

4.3.1—Measuring, batching, and mixing

4.3.2—Delivery

Section 5—Handling, placing, and constructing

5.1—General

5.1.1—Description

5.1.2—Submittals

5.1.3—Delivery, storage, and handling

5.2—Products

5.2.1—Materials

5.2.2—Performance and design requirements

5.3—Execution

5.3.1—Preparation

5.3.2—Placement of concrete

5.3.3—Finishing formed surfaces

5.3.4—Finishing unformed surfaces

5.3.5—Sawed joints

5.3.6—Curing and protection

5.3.7—Repair of surface defects

Section 6—Architectural concrete

6.1—General

6.1.1—Description

6.1.2—Submittals

6.1.3—Quality control

6.1.4—Product delivery, storage, and handling

6.2—Products

6.2.1—Materials

6.2.2—Performance and design requirements

6.2.3—Proportioning concrete mixtures

6.3—Execution

6.3.1—Preparation

6.3.2—Placement of reinforcement

6.3.3—Batching, mixing, and transporting

6.3.4—Conveying and placement

6.3.5—Consolidation

6.3.6—Formwork

6.3.7—Formwork monitoring

6.3.8—Formwork removal

6.3.9—Repair of tie holes and surface defects

6.3.10—Finishing

6.3.11—Curing architectural concrete

6.3.12—Final cleanup

6.3.13—Final acceptance of architectural concrete

Section 7—Lightweight concrete

7.1—General

7.1.1—Description

7.1.2—Submittals

7.1.3—Aggregate storage and handling

7.2—Products

7.2.1—Aggregates

7.2.2—Performance and design requirements

7.2.3—Mixtures

7.2.4—Batching and mixing

7.3—Execution

7.3.1—Consolidation

7.3.2—Finishing

7.3.3—Field quality control

Section 8—Mass concrete

8.1—General

8.1.1—Description

8.1.2—General requirements

8.1.3—Submittals

8.2—Products

8.2.1—Materials

8.3—Execution

8.3.1—Curing and protection

Section 9—Post-tensioned concrete

9.1—General

9.1.1—Description

9.1.2—Submittals

9.1.3—Quality control

9.1.4—Product delivery, handling, and storage

9.2—Products

9.2.1—Materials

9.2.2—Proportioning grout mixtures

9.3—Execution

9.3.1—Installer certification

9.3.2—Inspection

9.3.3—Bonded tendon installation

9.3.4—Grouting

9.3.5—Unbonded tendon installation

9.3.6—Tendon tolerances

9.3.7—Concrete placement

9.3.8—Tensioning

9.3.9—Tendon finishing

Section 10—Shrinkage-compensating concrete

10.1—General

10.1.1—Description

10.1.2—General requirements

10.1.3—Submittals

10.2—Products

10.2.1—Materials

10.2.2—Performance and design requirements

10.2.3—Proportioning

10.2.4—Reinforcement

10.2.5—Isolation-joint filler materials

10.3—Execution

10.3.1—Reinforcement

10.3.2—Placing

10.3.3—Isolation joints

10.3.4—Curing

Section 11—Industrial floor slabs

11.1—General

11.1.1—Description

11.1.2—General requirements

11.1.3—Submittals

11.2—Products

11.2.1—Materials

11.2.2—Concrete mixture

11.2.3—Proportioning

11.2.4—Vapor retarder

11.2.5—Reinforcement

11.2.6—Load-transfer devices

11.2.7—Joint filler materials

11.2.8—Isolation-joint filler materials

11.2.9—Curing materials

11.2.10—Liquid surface densifier

11.2.11—Mineral or metallic shake surface hardeners

11.3—Execution

11.3.1—Preparation

11.3.2—Measuring, batching, and mixing

11.3.3—Delivery

11.3.4—Concrete placement

11.3.5—Finishing slab surface

11.3.6—Joints

11.3.7—Curing and protection

11.3.8—Liquid surface densifier

11.3.9—Joint filling

Section 12—Tilt-up construction

12.1—General

12.1.1—Description

12.1.2—Coordination

12.1.3—General requirements

12.1.4—Submittals

12.1.5—Tilt-up contractor qualifications

12.2—Products

12.2.1—Aggregates

12.2.2—Bearing shims

12.2.3—Bond breaker

12.2.4—Cast-in anchors and connections

12.2.5—Coloring agent

12.2.6—Curing compound

12.2.7—Face mixture

12.2.8—Grout

12.2.9—Sandwich insulation systems

12.3—Execution

12.3.1—Casting bed

12.3.2—Bond breaker

12.3.3—Reveals

12.3.4—Panel identification

12.3.5—Side forms

12.3.6—Placing concrete

12.3.7—Finishes

12.3.8—Smooth finishes

12.3.9—Smooth textured finishes

12.3.10—Treated textured finishes

12.3.11—Retarded exposed aggregate finishes

12.3.12—Bush-hammered exposed aggregate finish

12.3.13—Hand placed aggregate for exposed aggregate finish

12.3.14—Sandblasted finish

12.3.15—Veneer faced finish

12.3.16—Curing of panels

12.3.17—Handling and erection of panels

12.3.18—Tolerances

12.3.19—Testing for panel erection

Section 13—Precast structural concrete

13.1—General

13.1.1—Description

13.1.2—Submittals

13.1.3—Quality assurance

13.1.4—Product delivery, storage, and handling

13.2—Products

13.2.1—Performance requirements

13.2.2—Form materials and accessories

13.2.3—Prestressing steel

13.2.4—Concrete materials

13.2.5—Steel connection materials

13.2.6—Bearing pads and other accessories

13.2.7—Grout materials

13.2.8—Insulated panel components and accessories

13.2.9—Concrete mixtures

13.2.10—Form fabrication

13.2.11—Hardware

13.2.12—Fabrication

13.2.13—Fabrication tolerances

13.2.14—Finishes

13.2.15—Source quality control

13.2.16—Acceptance of precast elements

13.2.17—Defective Work

13.3—Execution

13.3.1—Preparation

13.3.2—Examination

13.3.3—Erection

13.3.4—Erection tolerances

13.3.5—Field quality assurance

13.3.6—Repairs

13.3.7—Cleaning

Section 14—Precast architectural concrete

14.1—General

14.1.1—Description

14.1.2—Submittals

14.1.3—Sample panels and mockup

14.2—Products

14.2.1—Window washing system

14.2.2—Stone to precast concrete anchorages

14.2.3—Form liners

14.2.4—Surface retarder

14.2.5—Thin and half-brick units and accessories

14.2.6—Glazed and unglazed ceramic tile units

14.2.7—Architectural terra cotta units

14.2.8—Setting mortar

14.2.9—Latex portland cement pointing grout

14.2.10—Setting systems for brick and ceramic tile

14.2.11—Stone facing

14.2.12—Form fabrication

14.2.13—Stone facing installation

14.2.14—Face and backup concrete mixtures

14.2.15—Precast architectural concrete unit finishes

14.3—Execution

14.3.1—Erection

(nonmandatory portion follows)

Notes to Specifier

General notes

Foreword to checklists

Mandatory Requirements Checklist

Optional Requirements Checklist

Submittals Checklist

(mandatory portion follows)

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the Manual of Concrete Practice (MCP). For a listing of and access to all product errata, visit the Errata page.

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