ACI CODE-562-25: Assessment, Repair, and Rehabilitation of Existing Concrete Structures—Code Requirements and Commentary

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Description

ACI CODE-562-25, “Assessment, Repair, and Rehabilitation of Existing Concrete Structures—Code Requirements and Commentary,” 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. The Code provides minimum requirements for assessment, repair, and rehabilitation of existing structural concrete buildings, members, systems and, where applicable, nonbuilding structures. ACI CODE-562-25 was specifically developed to work with the International Existing Building Code (IEBC) or to be adopted as a stand-alone code.

Keywords:

assessment; bond; corrosion; damage; durability; evaluation; existing structure; fiber-reinforced polymer (FRP); fire; historical reinforcing bars; interface bond; licensed design professional; maintenance; project record documents; rehabilitation; reliability; repair; strengthening; temporary works; testing agency.

 

Document Details

Author: ACI Committee 562

Publication Year: 2025

Pages: 134

ISBN: 9781641953108

Categories: Codes

Formats: Printed Document or Protected PDF/Web View

Table of Contents

Preface, p. 4

Chapter 1—General Requirements, p. 5

1.1—Scope, p. 5

1.2—General, p. 5

1.3—Purpose, p. 5

1.4—Applicability of this Code, p. 5

1.5—Administration, p. 6

1.6—Design and construction documents, p. 7

1.7—Assessment, design, and construction requirements if used with an existing building code, p. 8

1.8—Assessment, design, and construction requirements if used as a stand-alone code, p. 10

Chapter 2—Notation and Definitions, p. 12

2.1—Notations, p. 12

2.2—Definitions, p. 14

Chapter 3—Referenced Standards, p. 23

Chapter 4—Criteria as a Stand-Alone Code for Assessment, Repair, and Rehabilitation of Existing Structures, p. 26

4.1—General, p. 26

4.2—Criteria for the assessment, repair design, and rehabilitation design of existing concrete structures, p. 26

4.3—Severe strength deficiencies and dangerous conditions, p. 28

4.4—Substantial structural damage, p. 30

4.5—Less than substantial structural damage with strengthening, p. 31

4.6—Less than substantial structural damage without strengthening, p. 33

4.7—Additions, p. 33

4.8—Alterations, p. 34

4.9—Change of occupancy or use, p. 35

Chapter 5—Loads, Factored Load Combinations, and Strength Reduction Factors, p. 37

5.1—General, p. 37

5.2—Loads and factored load combinations for repair or rehabilitation design, p. 37

5.3—Strength reduction factors for repair or rehabilitation design, p. 38

5.4—Strength reduction factors for detailed assessment, p. 39

5.5—Additional load combinations for structures repaired with external reinforcing system, p. 39

5.6—Additional load combinations for structures subjected to fire, p. 40

Chapter 6—Assessment, Evaluation, and Analysis, p. 42

6.1—Assessment, p. 42

6.2—Preliminary assessment, p. 42

6.3—Detailed assessment, p. 44

6.4—Reliability-based assessment, p. 46

6.5—Field investigation, p. 47

6.6—Material properties, p. 48

6.7—Test methods to quantify material properties, p. 52

6.8—Evaluation requirements for systems, members, and elements, p. 58

6.9—Serviceability evaluation, p. 63

6.10—Durability evaluation, p. 65

6.11—Structural analysis of existing structures, p. 66

6.12—Structural analysis for repair or rehabilitation design, p. 68

6.13—Strength evaluation by load testing, p. 69

6.14—Strength evaluation by model analysis and testing, p. 69

ChapTer 7—Fire Resistance, Assessment, and Damage Repair, p. 70

7.1—General, p. 70

7.2—Fire resistance of existing concrete members, p. 71

7.3—Fire resistance with external reinforcement, p. 72

7.4—Assessment and repair of fire-damaged structures, p. 73

Chapter 8—Reinforcement Details and Condition for Structural Evaluation and Repair Design, p. 76

8.1—General, p. 76

8.2—Types of historical reinforcing bars, p. 76

8.3—Development length of historical steel reinforcing bars, p. 76

8.4—Corroded reinforcement, p. 79

8.5—Corroded prestressed reinforcement, p. 81

8.6—Tendon splicing, p. 82

8.7—Tendon anchorage zones, p. 82

ChapTer 9—Design of Repairs, p. 84

9.1—General, p. 84

9.2—Strength and serviceability, p. 84

9.3—Behavior and detailing of repaired systems, p. 84

9.4—Interface bond of cementitious materials for repair, p. 85

9.5—Materials, p. 90

9.6—Section enlargement repair, p. 92

9.7—Prestressed concrete repair, p. 92

9.8—Repairs using supplemental reinforcement, p. 93

Chapter 10—Durability, p. 95

10.1—General, p. 95

10.2—Cover, p. 98

10.3—Cracks, p. 98

10.4—Corrosion and deterioration of reinforcement and metallic embedments, p. 99

10.5—Surface treatments and coatings, p. 101

ChapTer 11—Temporary Works, p. 102

11.1—General, p. 102

11.2—Temporary shoring and bracing design, p. 102

11.3—Additional requirements for prestressed concrete, p. 103

ChapTer 12—Construction Documents, p. 104

12.1—General, p. 104

12.2—Design information, p. 104

12.3—Temporary shoring and bracing requirements, p. 110

12.4—Environmental remediation requirements, p. 111

ChapTer 13—Quality Assurance, p. 112

13.1—General, p. 112

13.2—Qualifications—Inspectors and testing agencies, p. 112

13.3—Inspection, p. 113

13.4—Testing of materials, p. 115

13.5—Construction observation, p. 119

13.6—Project record documents, p. 119

Chapter 14—Commentary References, p. 121

Authored documents , p. 124

APPENDIX A—Mean Load Method, p. 129

A.1—General, p. 129

A.2—Application, p. 129

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