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IS 2691 : 1988burnt clay facing bricks-Specification

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ASTM C216 · BS EN 771-1 · AS/NZS 4455.1
CurrentSpecializedSpecificationBIMMaterials Science · Clay and Stabilized Soil Products
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OverviewValues5InternationalTablesFAQ3Related

IS 2691:1988 is the Indian Standard (BIS) for burnt clay facing bricks-specification. This standard specifies the dimensions, physical requirements, and quality standards for burnt clay facing bricks intended for use in masonry walls and facades where no plastering is applied.

burnt clay facing bricks-Specification

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Clay and Stabilized Soil Products
Type
Specification
Amendments
Amendment 1 (1994)
International equivalents
ASTM C216-23 · ASTM International, USABS EN 771-1:2011+A1:2015 · BSI / CEN, UK / EuropeAS/NZS 4455.1:2008 · Standards Australia / Standards New Zealand, Australia / New Zealand
Typically used with
IS 3495IS 5454IS 1077
Also on InfraLens for IS 2691
5Key values1Tables3FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! Since facing bricks remain unplastered, visual inspection for uniform color, sharp edges, and absence of cracks or chips is just as critical as strength testing.
! Strict efflorescence testing is required because salt deposits will permanently degrade the aesthetic value of the exposed facade.
! Ensure proper handling and stacking at the site to prevent damage to the clean edges of facing bricks.
Frequently referenced clauses
Cl. 4General Quality and AppearanceCl. 5Dimensions and TolerancesCl. 6Physical Requirements
Pulled from IS 2691:1988. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments1 amendment
1994Amendment 1 (1994)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
burnt clayfacing bricksmasonryceramics

International Equivalents

Similar International Standards
ASTM C216-23ASTM International, USA
HighCurrent
Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)
Defines specifications for bricks used in exposed masonry applications, covering aesthetics and durability.
BS EN 771-1:2011+A1:2015BSI / CEN, UK / Europe
HighCurrent
Specification for masonry units - Part 1: Clay masonry units
Harmonized European standard for all clay masonry units, including those for facing applications.
AS/NZS 4455.1:2008Standards Australia / Standards New Zealand, Australia / New Zealand
MediumCurrent
Masonry units and segmental pavers and flags - Part 1: Masonry units
Covers all masonry units, with specific requirements for facing units based on appearance and salt attack resistance.
Key Differences
≠IS 2691 uses a prescriptive classification system based on compressive strength (Class I, II), whereas BS EN 771-1 is a performance-based standard where manufacturers declare properties without fixed classes.
≠The minimum compressive strength required by IS 2691 (7.0 N/mm²) is significantly lower than the minimums specified in ASTM C216 (17.2 N/mm² for Grade MW).
≠Water absorption testing methods differ significantly. IS 2691 specifies a 24-hour cold water immersion test, while ASTM C216 uses a more aggressive 5-hour boiling test, leading to non-comparable results.
≠ASTM C216 classifies bricks by weathering resistance (Severe Weathering, Moderate Weathering), a concept not explicitly quantified in the same way in IS 2691, which relies on strength and absorption limits.
Key Similarities
≈All standards have the core purpose of specifying requirements for burnt clay bricks intended for use in visually exposed masonry.
≈All standards specify and set limits for key physical properties including compressive strength, water absorption, and dimensional tolerances.
≈Each standard includes provisions to control or evaluate efflorescence to ensure the aesthetic quality of the finished masonry, although test methods and criteria vary.
≈All standards define permissible deviations from specified dimensions (length, width, height) to ensure uniformity and workability during construction.
Parameter Comparison
ParameterIS ValueInternationalSource
Classification BasisCompressive Strength (Class I, II)Weathering Resistance (SW, MW) and Appearance (FBX, FBS, FBA)ASTM C216-23
Minimum Compressive StrengthClass II: ≥ 7.0 N/mm²Grade MW: ≥ 17.2 N/mm² (2500 psi)ASTM C216-23
Maximum Water Absorption≤ 15% (24-hr cold soak)Average ≤ 17.0% (5-hr boil) for Grade SWASTM C216-23
Efflorescence RequirementRating of 'Slight' or 'Moderate' in visual testManufacturer declares Active Soluble Salts category (e.g., S2 for low)BS EN 771-1:2011+A1:2015
Dimensional Tolerance (on 190-200mm length)± 3 mmTolerance Category T2: ±4 mm (on declared work size)BS EN 771-1:2011+A1:2015
Freeze-Thaw ResistanceNot explicitly defined or testedManufacturer declares resistance category (F0, F1, F2)BS EN 771-1:2011+A1:2015
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
standard modular sizes190 x 90 x 90 mm and 190 x 90 x 40 mm
maximum water absorption15 percent by weight
maximum efflorescenceSlight
maximum warpage2.5 mm
minimum compressive strength7.5 N/mm2 (typically specified higher depending on class)

Tables & Referenced Sections

Key Tables
Table 1 - Tolerances on Dimensions
Key Clauses
Clause 4 - General Quality and Appearance
Clause 5 - Dimensions and Tolerances
Clause 6 - Physical Requirements

Related Resources on InfraLens

Cross-Referenced Codes
IS 3495:1992Methods of Tests of Burnt Clay Building Brick...
→
IS 5454:1978Methods of sampling of clay building bricks
→
IS 1077:1992Common Burnt Clay Building Bricks - Specifica...
→
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Mix Design Calculator
IS 10262 · M20–M50

Frequently Asked Questions3

What is the maximum allowed water absorption for burnt clay facing bricks?+
Maximum 15 percent by weight when tested after 24 hours of cold water immersion.
What code dictates the testing methods for these bricks?+
Testing must be conducted as per the procedures laid out in IS 3495 (Parts 1 to 4).
What is the acceptable limit for efflorescence in facing bricks?+
The efflorescence rating should not be more than 'Slight'.

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