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IS 4860 : 1991Facing Bricks - Specification

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ASTM C216 · BS EN 771-1 · AS/NZS 4455.1
CurrentFrequently UsedSpecificationArchitectural · Masonry and Bricks
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OverviewValues4InternationalTablesFAQ3Related

IS 4860:1991 is the Indian Standard (BIS) for facing bricks - specification. This standard specifies the dimensions, physical requirements, and quality parameters for burnt clay facing bricks intended for use in exposed masonry without plaster.

Specifies requirements for burnt clay facing bricks used for aesthetic purposes in masonry construction.

Overview

Status
Current
Usage level
Frequently Used
Domain
Architectural — Masonry and Bricks
Type
Specification
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
Typically used with
IS 1077IS 3495IS 5454
Also on InfraLens for IS 4860
4Key values1Tables3FAQs
Practical Notes
! Facing bricks must be entirely free from cracks, flaws, and nodules of free lime to maintain the aesthetic and structural integrity of the facade.
! It is highly recommended to construct a sample reference panel before bulk execution to ensure uniform color and texture.
! Strictly monitor the efflorescence test results; any rating above 'Slight' can lead to severe aesthetic degradation (white staining) of exposed brickwork.
Frequently referenced clauses
Cl. 4Dimensions and TolerancesCl. 5General QualityCl. 6Physical RequirementsCl. 7EfflorescenceCl. 9Sampling and Criterion for Conformity
Pulled from IS 4860:1991. Browse the full clause & table index below in Tables & Referenced Sections.
claybrickfacing brickmasonry

International Equivalents

Similar International Standards
ASTM C216-23ASTM International, USA
HighCurrent
Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)
Directly specifies requirements for clay or shale bricks intended for use in exposed masonry.
BS EN 771-1:2011+A1:2015BSI / CEN, UK / Europe
HighCurrent
Specification for masonry units - Part 1: Clay masonry units
Harmonized European standard covering all clay masonry units, including those for facing applications.
AS/NZS 4455.1:2008Standards Australia / Standards New Zealand
MediumCurrent
Masonry units and segmental pavers and flags - Part 1: Masonry units
Covers both clay and concrete masonry units, with sections applicable to facing bricks.
Key Differences
≠IS 4860 uses two classes (Class I, Class II) based on visual appearance, while ASTM C216 uses Types (FBX, FBS, FBA) for appearance and Grades (SW, MW) for durability against weathering.
≠The minimum average compressive strength in IS 4860 (7 N/mm²) is significantly lower than the minimums specified in ASTM C216 for its primary grades (e.g., Grade SW: ~20.7 N/mm²).
≠IS 4860 specifies a 24-hour cold water immersion test for water absorption, whereas ASTM C216 uses a 5-hour boiling test, which is a more aggressive method and yields different results.
≠The approach to classification in BS EN 771-1 is performance-based, where manufacturers declare values and categories (e.g., for strength, tolerance), contrasting with the prescriptive fixed limits in IS 4860.
Key Similarities
≈All standards aim to control the quality of burnt clay bricks intended for visually exposed applications (facing work).
≈They all evaluate a core set of physical properties: compressive strength, water absorption, and dimensional stability.
≈Provisions for limiting efflorescence are a key component in all compared standards, as it directly affects the aesthetic quality of facing masonry.
≈All standards include requirements for visual inspection, controlling for defects like cracks, chips, and excessive warpage that would be unacceptable in a finished wall.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Average Compressive Strength≥ 7.0 N/mm² (MPa)Grade SW: ≥ 20.7 MPa; Grade MW: ≥ 17.2 MPaASTM C216-23
Maximum Water Absorption (by weight)≤ 20% (after 24-hr cold immersion)Grade SW: ≤ 17.0%; Grade MW: ≤ 22.0% (after 5-hr boil)ASTM C216-23
Efflorescence RatingPermissible rating is 'Slight' (deposit on ≤10% of brick surface).Rated as 'not effloresced' when tested. For Type FBX, bricks must be free of efflorescence.ASTM C216-23
Standard Size (Non-modular)190 x 90 x 90 mmNo single standard size; a common specified size is 7 5/8 x 3 5/8 x 2 1/4 in. (approx. 194 x 92 x 57 mm).ASTM C216-23
Dimensional Tolerance on Length± 3 mm (on 190 mm length)Type FBS: ± 2.4 mm; Type FBX: ± 1.6 mm (on dimensions up to 203 mm)ASTM C216-23
Soluble Salt ContentNot explicitly limited; controlled via efflorescence test.Categorized by manufacturer declaration (S0, S1, S2) based on total content of Na+, K+, Mg2+.BS EN 771-1
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Standard modular size (Length x Width x Height)190 x 90 x 90 mm or 190 x 90 x 40 mm
Maximum water absorption15% by weight
Efflorescence limitSlight
Maximum warpage2.5 mm

Tables & Referenced Sections

Key Tables
Table 1 - Tolerances on Dimensions
Key Clauses
Clause 4 - Dimensions and Tolerances
Clause 5 - General Quality
Clause 6 - Physical Requirements
Clause 7 - Efflorescence
Clause 9 - Sampling and Criterion for Conformity

Related Resources on InfraLens

Cross-Referenced Codes
IS 1077:1992Common Burnt Clay Building Bricks - Specifica...
→
IS 3495:1992Methods of Tests of Burnt Clay Building Brick...
→
IS 5454:1978Methods of sampling of clay building bricks
→

Frequently Asked Questions3

What is the maximum permissible water absorption for facing bricks?+
Maximum 15% by weight after 24 hours of cold water immersion.
What is the acceptable limit for efflorescence?+
Efflorescence must not be more than 'Slight'.
Are non-modular sizes allowed for facing bricks?+
Yes, non-modular sizes like 230 x 110 x 70 mm and 230 x 110 x 30 mm are permitted alongside standard modular sizes.

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