InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel
InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel

IS 3115 : 1992lime based blocks

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
EN 771-2 · ASTM C73 · AS/NZS 4455.2
CurrentSpecializedSpecificationMaterials Science · Building Limes and Gypsum Products
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues5InternationalTablesFAQ3Related

IS 3115:1992 is the Indian Standard (BIS) for lime based blocks. This standard specifies the requirements, dimensions, and testing methods for solid and hollow lime-based masonry blocks. It covers blocks manufactured using building lime, fly ash, and other pozzolanic materials intended for use in load-bearing and non-load-bearing walls.

lime based blocks

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Building Limes and Gypsum Products
Type
Specification
International equivalents
EN 771-2:2011+A1:2015 · CEN (European Committee for Standardization), EuropeASTM C73-19 · ASTM International, USAAS/NZS 4455.2:2010 · Standards Australia / Standards New Zealand
Typically used with
IS 712IS 3812IS 4098IS 2185IS 2541
Also on InfraLens for IS 3115
5Key values2Tables3FAQs
Practical Notes
! Lime-based blocks gain strength more slowly than Portland cement-based blocks; adequate curing time is essential before testing or use.
! Because of potentially high water absorption, blocks may need to be lightly pre-wetted before laying to prevent them from absorbing water from the mortar.
! These blocks serve as an eco-friendly masonry alternative by utilizing industrial by-products like fly ash.
Frequently referenced clauses
Cl. 4Dimensions and TolerancesCl. 5Physical RequirementsCl. 6Sampling and Criteria for ConformityCl. 7Manufacturer's Certificate
Pulled from IS 3115:1992. Browse the full clause & table index below in Tables & Referenced Sections.
limefly ashpozzolanamasonry blocksbuilding lime

International Equivalents

Similar International Standards
EN 771-2:2011+A1:2015CEN (European Committee for Standardization), Europe
HighCurrent
Specification for masonry units - Part 2: Calcium silicate masonry units
Specifies characteristics and performance requirements for calcium silicate masonry units.
ASTM C73-19ASTM International, USA
HighCurrent
Standard Specification for Calcium Silicate Face Brick (Sand-Lime Brick)
Covers requirements for bricks made from sand and lime intended for use in brick masonry.
BS 187:1978BSI (British Standards Institution), UK
HighWithdrawn
Specification for calcium silicate (sandlime and flintlime) bricks
Covered materials, dimensions, and physical requirements for calcium silicate bricks.
AS/NZS 4455.2:2010Standards Australia / Standards New Zealand
LowCurrent
Masonry units and segmental pavers and flags - Methods of test - Part 2: Determining compressive strength of masonry units
Provides a test method for compressive strength, a key parameter, but is not a full product specification.
Key Differences
≠IS 3115 classifies blocks into two classes based on strength and density, whereas EN 771-2 uses a much more granular system of declared classes for strength, density, and dimensional tolerances, allowing for greater product variety.
≠ASTM C73 classifies bricks into Grade SW (Severe Weathering) and MW (Moderate Weathering) based on compressive strength and water absorption, directly linking classification to durability. IS 3115 has no such explicit weathering-based classification.
≠The minimum compressive strength required by IS 3115 (5.0 N/mm²) is significantly lower than the minimums in ASTM C73 (Grade MW approx. 17.2 N/mm²).
≠EN 771-2 follows a 'declaration' model where manufacturers state the performance values (e.g., for thermal properties, shrinkage), while IS 3115 uses a prescriptive approach with fixed maximum/minimum limits for most parameters.
Key Similarities
≈All standards cover masonry units manufactured from a mixture of lime, sand/siliceous aggregates, and water, hardened by a high-pressure steam (autoclaving) process.
≈The fundamental properties specified are consistent across all standards, including compressive strength, water absorption, dimensional stability (drying shrinkage), and dimensional tolerances.
≈The intended application for the units is the same: for use in load-bearing and non-load-bearing masonry walls, partitions, and columns.
≈The basic test principle for determining compressive strength, involving applying a uniform compressive load to a unit until failure, is conceptually similar across all referenced standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Compressive Strength (Average)Class 1: 7.5 N/mm²; Class 2: 5.0 N/mm²Grade SW: 31 N/mm² (4500 psi); Grade MW: 17.2 N/mm² (2500 psi)ASTM C73-19
Water Absorption (max % by mass)20%Grade SW: 10%; Grade MW: 15% (after 5-hr boiling test)ASTM C73-19
Drying Shrinkage (max %)0.06%0.03%ASTM C73-19
Density (Block)Class 1: not less than 1700 kg/m³; Class 2: not less than 1500 kg/m³Manufacturer declares the gross dry density class (e.g., D1.6 for 1600 kg/m³). No mandatory minimum.EN 771-2:2011+A1:2015
Dimensional Tolerance (Length)± 3 mmDepends on declared tolerance class, e.g., T2: ±2 mm; T1: ±4 mm (for a 240 mm block)EN 771-2:2011+A1:2015
Classification SystemTwo fixed classes based on strength/density.Multiple declared classes for various properties (strength, density, tolerance, freeze-thaw).EN 771-2:2011+A1:2015
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Standard nominal length390 mm
Standard nominal height190 mm
Standard nominal widths190 mm, 90 mm
Maximum water absorption20% by mass
Compressive strength range2.0 N/mm² to 3.0 N/mm² (depending on grade)

Tables & Referenced Sections

Key Tables
Table 1 - Compressive Strength Requirements
Table 2 - Limits for Water Absorption and Drying Shrinkage
Key Clauses
Clause 4 - Dimensions and Tolerances
Clause 5 - Physical Requirements
Clause 6 - Sampling and Criteria for Conformity
Clause 7 - Manufacturer's Certificate

Related Resources on InfraLens

Cross-Referenced Codes
IS 712:1984Building Limes - Specification
→
IS 3812:2013Pulverized Fuel Ash - Specification - Part 1:...
→
IS 4098:1983lime-pozzolana mixture
→
IS 2185:2005Concrete Masonry Units - Specifications: Part...
→
IS 2541:1991Code of practice for preparation and use of l...
→

Frequently Asked Questions3

What are the primary raw materials allowed for these blocks?+
Building lime conforming to IS 712 and pozzolanic materials such as fly ash conforming to IS 3812.
What is the acceptable maximum water absorption for lime based blocks?+
Generally restricted to a maximum of 20% by mass to ensure durability and good mortar adhesion.
Where are lime-based blocks primarily used?+
They are mostly used in low-rise load-bearing masonry, partition walls, and non-load-bearing panel walls.

QA/QC Inspection Templates

📋
QA/QC templates coming soon for this code.
Browse all 300 templates →