562-19: Code Requirements for Assessment, Repair, and ...

1 ACI 562-19 Code Requirements for Assessment, Repair, and Rehabilitation of Existing concrete Structures (ACI 562-19) and CommentaryReported by ACI Committee 562An ACI StandardFirst PrintingMay 2019 ISBN: 978-1-64195-062-6 Code Requirements for Assessment, Repair, and Rehabilitation of Existing concrete Structures and CommentaryCopyright by the American concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of technical committees responsible for ACI committee reports and standards strive to avoid ambiguities, omissions, and errors in these documents.

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4 ACI documents are available in print, by download, through electronic subscription, or reprint, and may be obtained by contacting codes, specifications, and practices are made available in the ACI Collection of concrete Codes, Specifications, and Practices. The online subscription to the ACI Collection is always updated, and includes current and historical versions of ACI s codes and specifications (in both inch-pound and SI units) plus new titles as they are published. The ACI Collection is also available as an eight-volume set of books and a USB concrete Institute38800 Country Club DriveFarmington Hills, MI 48331 Phone: + : + 562-19 Code Requirements for Assessment, Repair, and Rehabilitation of Existing concrete Structures (ACI 562-19) and CommentaryAn ACI StandardReported by ACI Committee 562 Keith E.

5 Kesner, ChairKevin Conroy, SecretaryVOTING MEMBERST arek AlkhrdajiF. Michael BartlettRandal M. BeardEric L. EdelsonGarth J. FallisPaul E. GaudetteSusan IsbleGaur JohnsonLawrence F. KahnCarl J. LaroscheMing LiuJohn S. LundMarjorie M. LynchAntonio NanniGuillermo Alberto RiverosConstadino SirakisKyle D. StanishGene R. StevensJ. Gustavo TumialanDavid W. WhitmoreCONSULTING MEMBERSJ ames Peter BarlowPeter EmmonsFred R. GoodwinPaul L. KelleyTracy D. MarcotteJay H. PaulSUBCOMMITTEE MEMBERSJ ared BreweJeremiah D. FaslKip GattoAnton GueorguievPatrick D. MartinTimothy M. MontgomeryJose PachecoACI 562-19, Code Requirements for Assessment, Repair and Rehabilitation of Existing concrete Structures, was developed to provide design professionals a code for the assessment of the damage and deterioration, and the design of appropriate repair and rehabilitation strategies.

6 The code provides minimum require-ments for assessment, repair, and rehabilitation of existing struc-tural concrete buildings, members, systems and where applicable, nonbuilding structures. ACI 562-19 was specifically developed to work with the International Existing Building Code (IEBC) or to be adopted as a stand-alone : assessment; bond; corrosion; damage; durability; evalua-tion; existing structure; fiber-reinforced polymer (FRP); interface bond; licensed design professional; maintenance; rehabilitation; reliability; repair; , p. 3 CHAPTER 1 GENERAL Requirements , p. General, p. Criteria for the assessment and design of repair and rehabilitation of existing concrete structures, p.

7 Applicability of this code, p. Administration, p. Responsibilities of the licensed design professional, p. Construction documents, p. Preliminary assessment, p. 131 ACI 562-19 supersedes ACI 562-16, was adopted May 1, 2019, and was published May 2019, American concrete rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright 2 NOTATION AND DEFINITIONS, p.

8 Notation, p. Definitions, p. 17 CHAPTER 3 REFERENCED STANDARDS, p. 24 CHAPTER 4 CRITERIA WHEN USING THIS CODE WITH THE INTERNATIONAL EXISTING BUILDING CODE (IEBC), p. General, p. Compliance method, p. Potentially dangerous structural conditions, p. Substantial structural damage, p. Conditions of deterioration, faulty construction, or damage less than substantial structural damage with strengthening, p. Conditions of deterioration, faulty construction, or damage less than substantial structural damage without strengthening, p. Additions, p. Alterations, p. Change of occupancy, p. 32 CHAPTER 5 LOADS, FACTORED LOAD COMBINATIONS, AND STRENGTH REDUCTION FACTORS, p.

9 General, p. Load factors and load combinations, p. Strength reduction factors for rehabilitation design, p. Strength reduction factors for assessment, p. Additional load combinations for structures rehabili-tated with external reinforcing systems, p. 35 CHAPTER 6 ASSESSMENT, EVALUATION, AND ANALYSIS, p. Structural assessment, p. Investigation and structural evaluation, p. Material properties, p. Test methods to quantify material and member prop-erties, p. Structural analysis of existing structures, p. Structural serviceability, p. Structural analysis for repair design, p. Strength evaluation by load testing, p. 47 CHAPTER 7 DESIGN OF STRUCTURAL REPAIRS, p.

10 General, p. Strength and serviceability, p. Behavior of repaired systems, p. Interface bond of cementitious repair materials, p. Materials, p. Design and detailing considerations, p. Repair using supplemental post-tensioning, p. Repair using fiber-reinforced polymer (FRP) composites, p. Performance under fire and elevated temperatures, p. 60 CHAPTER 8 DURABILITY, p. General, p. Cover, p. Cracks, p. Corrosion and deterioration of reinforcement and metallic embedments, p. Surface treatments and coatings, p. 69 CHAPTER 9 CONSTRUCTION, p. General, p. Stability and temporary shoring Requirements , p. Temporary conditions, p. Environmental issues, p.