ITG-4.1-07 Specification for High-Strength Concrete in Moderate to High Seismic Applications

ITG-4.1-07 Specification for High-Strength Concrete in Moderate to High Seismic Applications

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Description

This specification is a reference specification that the licensed design professional can make applicable to any construction project by citing it in the project specifications. The licensed design professional supplements the provisions of this reference specification as needed by designating or specifying individual project requirements. This specification covers cast-in-place, normalweight, high-strength concrete in structures that must be designed for moderate to high seismic applications. More specifically, this specification applies to structures:

- Located in Seismic Zones 2, 3, or 4 defined by the Uniform Building

Code;

- Assigned to Seismic Performance Categories C, D, or E of the BOCA/

National Building Code (1993 and subsequent editions) or the Standard

Building Code (1994 or subsequent editions); or

- Seismic Design Categories C, D, E or F of the International Building

Code or the National Fire Protection Association (NFPA) 5000 Building

Construction and Safety Code.

Irrespective of seismic hazard, seismic performance, or design category, these requirements shall apply to normalweight, high-strength concrete in intermediate or special moment frames and intermediate or special

structural walls.

Keywords: curing; high-strength concrete; mixture proportioning; placement;

quality control; seismic application; temperature; trial batch.

Document Details

Author: ACI Committee 93

Publication Year: 2007

Pages: 10.00

ISBN: 9780870312380

Categories: Seismic & Lateral Forces

Formats: PDF

Table of Contents

Section 1—General requirements

1.1—Scope

1.2—Definitions

1.3—Referenced standards and cited publications

1.4—Organizations producing codes and standards

Section 2—Materials

2.1—General

2.2—Products

2.3—Execution

Section 3—Mixture proportioning and trial

batches

3.1—General

3.2—Products

3.3—Execution

Section 4—Mixture submittal requirements

4.1—General

4.2—Products

4.3—Execution

Section 5—Preconstruction meetings

5.1—General

5.2—Products

5.3—Execution

Section 6—Ordering

6.1—General

6.2—Products

6.3—Execution

Section 7—Production and delivery

7.1—General

7.2—Products

7.3—Execution

Section 8—Concrete temperature control

8.1—General

8.2—Products

8.3—Execution

Section 9—Placement

9.1—General

9.2—Products

9.3—Execution

Section 10—Curing

10.1—General

10.2—Products

10.3—Execution

Section 11—Sampling and testing

11.1—General

11.2—Products

11.3—Execution

NOTES TO SPECIFIERS

Foreword to checklists

Mandatory requirements checklist

Optional requirements checklist

Submittals checklist

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.

Return/Exchange Policy

Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.

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Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).