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IS 13640 : 1993Guidelines for Repair and Rehabilitation of Concrete Structures - General Principles

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EN 1504-9 · ACI 546R · ISO 16311-1
CurrentSpecializedGuidelinesStructural Engineering · Demolition, Renovation and Repair of Structures
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OverviewValues4InternationalTablesFAQ4Related

IS 13640:1993 is the Indian Standard (BIS) for guidelines for repair and rehabilitation of concrete structures - general principles. This standard provides general principles and a systematic approach for the repair and rehabilitation of existing concrete structures. It covers the assessment of damage, selection of appropriate repair materials and techniques, and methods for strengthening structurally deficient members.

Provides general principles and considerations for the repair and rehabilitation of concrete structures.

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Demolition, Renovation and Repair of Structures
Type
Guidelines
International equivalents
EN 1504-9:2008 · European Committee for Standardization (CEN), EuropeACI 546R-14 · American Concrete Institute (ACI), USAISO 16311-1:2014 · International Organization for Standardization (ISO), InternationalBS EN 1504-9:2008 · British Standards Institution (BSI), UK
Typically used with
IS 456IS 14893
Also on InfraLens for IS 13640
4Key values4FAQs
Practical Notes
! Always diagnose the root cause of deterioration before selecting a repair method; a cosmetic repair without addressing the underlying issue (e.g., corrosion) will fail.
! Ensure compatibility between the repair material and the parent concrete in terms of strength, modulus of elasticity, and thermal expansion to prevent premature failure of the repair.
! Thorough surface preparation is the most critical step for achieving a durable bond. All loose/unsound material must be removed and the substrate cleaned.
Frequently referenced clauses
Cl. 4Assessment of DamageCl. 5Selection of Repair MethodsCl. 6Materials for RepairCl. 7Repair of CracksCl. 8Repair of Spalled, Disintegrated and Unsound ConcreteCl. 9Strengthening of Structures
Pulled from IS 13640:1993. Browse the full clause & table index below in Tables & Referenced Sections.
concreterepair materialsgroutepoxyshotcretesteel

International Equivalents

Similar International Standards
EN 1504-9:2008European Committee for Standardization (CEN), Europe
HighCurrent
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 9: General principles for the use of products and systems
Directly corresponds to IS 13640 by establishing the fundamental principles for assessment, repair, and protection.
ACI 546R-14American Concrete Institute (ACI), USA
HighCurrent
Concrete Repair Guide
Provides comprehensive guidance on the entire repair process, from condition survey to material selection and application methods.
ISO 16311-1:2014International Organization for Standardization (ISO), International
HighCurrent
Maintenance and repair of concrete structures — Part 1: General principles
Establishes a common basis for general principles related to the maintenance and repair of concrete structures.
BS EN 1504-9:2008British Standards Institution (BSI), UK
HighCurrent
Products and systems for the protection and repair of concrete structures. General principles for the use of products and systems
The UK's national adoption of the European standard EN 1504-9, making it the primary guidance in the region.
Key Differences
≠IS 13640 is largely descriptive and qualitative, whereas EN 1504 provides a highly systematic, performance-based framework with 11 defined principles linked to specific repair methods and product performance requirements.
≠The Indian standard is from 1993 and does not cover modern repair materials, non-destructive evaluation techniques, or electrochemical repair methods (like cathodic protection) in the detail that current international standards do.
≠International standards like the EN 1504 series include multiple dedicated parts (e.g., EN 1504-3 for structural repair mortars) that specify detailed, mandatory performance criteria and testing methods for repair products, which is absent in IS 13640.
≠Modern international guides place a much stronger, formalized emphasis on diagnosing the root cause of deterioration as a prerequisite for selecting a durable repair strategy, while IS 13640 covers investigation in more general terms.
Key Similarities
≈All standards follow a similar fundamental process: condition assessment, identification of cause, selection of repair strategy, surface preparation, material application, and quality control.
≈There is universal agreement on the critical importance of proper surface preparation, including the complete removal of unsound concrete and contaminants, for the long-term success of any repair.
≈All standards emphasize the need to ensure physical, mechanical, and electrochemical compatibility between the repair material and the existing concrete substrate to prevent premature failure.
≈The principle of avoiding 'feather edges' by saw-cutting the perimeter of a repair patch to create a square shoulder is a common recommendation in IS 13640 and all its international counterparts.
Parameter Comparison
ParameterIS ValueInternationalSource
Definition of Repair PrinciplesLists general objectives like 'arresting deterioration' and 'restoring structural integrity'.Defines 11 specific, numbered principles (e.g., Principle 1: Protection against Ingress; Principle 4: Structural Strengthening).EN 1504-9
Reinforcement Steel CleanlinessRequires 'thoroughly cleaned of rust and scale'.Specifies a visual standard of cleanliness, typically Sa 2.5 (very thorough blast-cleaning) according to ISO 8501-1.EN 1504-9 / ACI 546R
Repair Bond Strength (Pull-Off Test)Not specified numerically; requires a 'good bond' to the substrate.Specifies minimum values based on repair class; e.g., ≥ 1.5 MPa for structural repair (Class R3/R4).EN 1504-3
Compressive Strength of Repair MortarShould be 'equal to or slightly higher than' the parent concrete.Defined by performance classes; e.g., Class R4 requires a minimum 28-day compressive strength of 45 MPa.EN 1504-3
Clearance Behind Reinforcement BarRecommends removing concrete 'from behind the reinforcing bars'.Often specifies a minimum clearance, typically 25 mm (1 inch), to ensure proper encapsulation.ACI 546R
Repair Edge PreparationAdvises against 'feather-edging' of repair materials.Requires saw-cutting the perimeter to a minimum depth (e.g., 10-15 mm) to create a vertical shoulder.ACI 546R
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Crack width for epoxy injection0.1 mm to 6 mm
Minimum compressive strength of repair mortarGenerally higher than parent concrete
Minimum bond strength of repair materialTypically > 1.5 N/mm²
Maximum chloride content in concrete (by mass of cement) for new construction0.4 kg/m³ (as per IS 456 ref.)

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 4 - Assessment of Damage
Clause 5 - Selection of Repair Methods
Clause 6 - Materials for Repair
Clause 7 - Repair of Cracks
Clause 8 - Repair of Spalled, Disintegrated and Unsound Concrete
Clause 9 - Strengthening of Structures

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 14893:2019Ready-Mixed Concrete - Specification
→

Frequently Asked Questions4

What is the first step when repairing a damaged concrete structure?+
A detailed assessment to determine the cause, nature, and extent of the damage, which includes visual inspection and Non-Destructive Testing (NDT) as per Clause 4.
What are common methods for repairing cracks?+
Methods vary by crack type and include epoxy injection for structural bonding, routing and sealing with flexible sealants for non-structural cracks, and stitching for wider cracks (Clause 7).
What is concrete jacketing?+
It is a strengthening technique where a new layer of reinforced concrete is added around an existing column or beam to increase its size and load-carrying capacity (Clause 9.2).
How is spalled concrete repaired?+
By removing all unsound concrete, treating exposed reinforcement, and restoring the section using hand-applied mortars, form-and-pour techniques, or shotcreting (Clause 8).

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