ACI SPEC-301-16 Specifications for Structural Concrete

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Description

This is a Reference Specification that the Architect/Engineer can apply to any construction project involving structural concrete by citing it in the Project Specifications. A mandatory requirements checklist and an optional requirements checklist are provided to assist the Architect/Engineer in supplementing the provisions of this Specification as required or needed by designating or specifying individual project requirements.

The first five sections of this Specification cover general construction requirements for cast-in-place structural concrete and slabs-on-ground. These 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, post-tensioned concrete, shrinkage-compensating concrete, industrial floor slabs, tilt-up construction, precast structural concrete, and precast architectural concrete.

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

 

Document Details

Author: ACI Committee 301

Publication Year: 2016

Pages: 64

Categories: Specifications

Formats: Printed Document, Protected PDF/Web View, or PDF

This document is Historical

Table of Contents

SECTION 1—GENERAL REQUIREMENTS

1.1—Scope

1.2—Interpretation

1.3—Definitions

1.4—Referenced standards

1.5—Submittals

1.6—Testing and inspection

1.7—Acceptance of structure

1.8—Protection of in-place concrete

SECTION 2—FORMWORK AND FORMWORK ACCESSORIES

2.1—General

2.2—Products

2.3—Execution

SECTION 3—REINFORCEMENT AND REINFORCEMENT SUPPORTS

3.1—General

3.2—Products

3.3—Execution

SECTION 4—CONCRETE MIXTURES

4.1—General

4.2—Products

4.3—Execution

SECTION 5—HANDLING, PLACING, AND CONSTRUCTING

5.1—General

5.2—Products

5.3—Execution

SECTION 6—ARCHITECTURAL CONCRETE

6.1—General

6.2—Products

6.3—Execution

SECTION 7—LIGHTWEIGHT CONCRETE

7.1—General

7.2—Products

7.3—Execution

SECTION 8—MASS CONCRETE

8.1—General

8.2—Products

8.3—Execution

SECTION 9—POST-TENSIONED CONCRETE

9.1—General

9.2—Products

9.3—Execution

SECTION 10—SHRINKAGE-COMPENSATING CONCRETE FOR INTERIOR SLABS

10.1—General

10.2—Products

10.3—Execution

SECTION 11—INDUSTRIAL FLOOR SLABS

11.1—General

11.2—Products

11.3—Execution

SECTION 12—TILT-UP CONSTRUCTION

12.1—General

12.2—Products

12.3—Execution

SECTION 13—PRECAST STRUCTURAL CONCRETE

13.1—General

13.2—Products

13.3—Execution

SECTION 14—PRECAST ARCHITECTURAL CONCRETE

14.1—General

14.2—Products

14.3—Execution

NOTES TO SPECIFIER (Nonmandatory)

General notes

Foreword to checklists

ERRATA INFO

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