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 4456 (Part 1) : 2000Methods of Test for Chemical Resistant Mortars, Part I: Silicate Type and Resin Type

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
ASTM C579 · ASTM C580 · ASTM C413
CurrentSpecializedTesting MethodMaterials Science · Flooring, Wall Finishing and Roofing
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues3InternationalTablesFAQ3Related

IS 4456:2000 (Part 1) is the Indian Standard (BIS) for methods of test for chemical resistant mortars, part i: silicate type and resin type. This code specifies the standard testing methods for evaluating the physical and mechanical properties of chemical-resistant silicate and resin mortars. It covers procedures to determine working time, setting time, compressive strength, flexural strength, tensile strength, and bond strength to ensure suitability for industrial applications.

Methods of Test for Chemical Resistant Mortars, Part I: Silicate Type and Resin Type

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Flooring, Wall Finishing and Roofing
Type
Testing Method
International equivalents
ASTM C579-18 · ASTM International, USAASTM C580-18 · ASTM International, USAASTM C413-21 · ASTM International, USAASTM C307-21 · ASTM International, USA
Typically used with
IS 650
Also on InfraLens for IS 4456
3Key values3FAQs
Practical Notes
! Resin and silicate mortars are highly sensitive to temperature; mixing and testing must be strictly controlled at 27 ± 2°C.
! Use appropriate mold release agents (like silicone grease or microcrystalline wax) that do not chemically react with the resin or silicate.
! Working time tests should simulate actual site conditions as much as possible, as exothermic reactions in resin mortars can significantly reduce pot life in large batches.
Frequently referenced clauses
Cl. 4Determination of Working Time and Setting TimeCl. 5Determination of Compressive StrengthCl. 6Determination of Flexural StrengthCl. 7Determination of Tensile StrengthCl. 8Determination of Bond Strength
Pulled from IS 4456:2000. Browse the full clause & table index below in Tables & Referenced Sections.
chemical resistant mortarsilicate mortarresin mortaracid proof brickwork

International Equivalents

Similar International Standards
ASTM C579-18ASTM International, USA
HighCurrent
Standard Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes
Directly corresponds to the compressive strength test method within IS 4456.
ASTM C580-18ASTM International, USA
HighCurrent
Standard Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes
Directly corresponds to the flexural strength (transverse) test method within IS 4456.
ASTM C413-21ASTM International, USA
HighCurrent
Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes
Covers the same property (water absorption) as specified in IS 4456, albeit with a different specimen geometry.
ASTM C307-21ASTM International, USA
HighCurrent
Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacings
Provides the method for determining tensile strength, a key mechanical property also covered in IS 4456.
Key Differences
≠The Indian standard IS 4456 is a comprehensive document that combines multiple test methods (compressive, flexural, tensile, absorption, etc.) into one standard. In contrast, ASTM standards are disaggregated, with each test method having its own dedicated standard number (e.g., C579 for compressive, C580 for flexural).
≠The standard laboratory curing temperature specified in IS 4456 is 27 ± 2°C, which is typical for tropical climates, whereas the ASTM standards specify 23 ± 2.2°C (73.4 ± 4°F), reflecting North American laboratory conditions.
≠There is a significant difference in the specified loading rate for the compressive strength test. IS 4456 mandates a rate of approximately 1.5 N/mm²/s, while ASTM C579 specifies a rate of 41 ± 3.4 MPa/min (approximately 0.68 N/mm²/s), making the Indian standard's test more than twice as fast.
≠For the water absorption test, IS 4456 specifies a disc-shaped specimen (50 mm diameter x 12 mm thick), while ASTM C413 uses a 1-inch (25.4 mm) cube or pieces from a broken flexural specimen.
Key Similarities
≈Both IS 4456 and the equivalent ASTM standards are intended for testing the physical and mechanical properties of two-component chemical-resistant mortars, including silicate and various resin types (epoxy, furan, polyester, vinyl ester).
≈The fundamental principles and procedures for conducting the key mechanical tests, such as applying a uniaxial load to a cube for compressive strength and three-point loading on a prism for flexural strength, are identical.
≈The specimen geometry for primary strength tests is virtually identical. Both standards use a ~25 mm cube for compressive strength and a ~25 x 25 x 150 mm prism/bar for flexural strength, ensuring comparable stress distribution.
≈Both standards require a standard curing period of 7 days after specimen preparation before conducting most mechanical tests to allow the mortar to achieve a consistent level of initial strength.
Parameter Comparison
ParameterIS ValueInternationalSource
Compressive Strength Specimen25 mm cube1 in. (25.4 mm) cubeASTM C579-18
Flexural Strength Specimen25 x 25 x 150 mm prism1 x 1 x 6 in. (25.4 x 25.4 x 152.4 mm) barASTM C580-18
Standard Curing Temperature27 ± 2°C23 ± 2.2°C (73.4 ± 4°F)ASTM C579-18
Standard Curing Duration7 days7 daysASTM C579-18
Compressive Loading RateApprox. 1.5 N/mm²/s41 ± 3.4 MPa/min (Approx. 0.68 N/mm²/s)ASTM C579-18
Tensile Strength SpecimenBriquette as per IS 269Figure-8 'dog-bone' briquetteASTM C307-21
Water Absorption Specimen50 mm diameter x 12 mm thick disc1 in. (25.4 mm) cubeASTM C413-21
⚠ Verify details from original standards before use

Key Values3

Quick Reference Values
standard test temperature27 ± 2°C
standard relative humidity65 ± 5%
minimum specimens for strength test3 specimens per test age
Key Formulas
Compressive Strength = P / A (where P = maximum load, A = cross-sectional area)
Flexural Strength = 3PL / 2bd² (where P = maximum load, L = span, b = width, d = depth)

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 4 - Determination of Working Time and Setting Time
Clause 5 - Determination of Compressive Strength
Clause 6 - Determination of Flexural Strength
Clause 7 - Determination of Tensile Strength
Clause 8 - Determination of Bond Strength

Related Resources on InfraLens

Cross-Referenced Codes
IS 650:1991Specification for Standard Sand for Testing o...
→

Frequently Asked Questions3

What types of chemical-resistant mortars are covered in Part 1?+
It specifically covers Silicate type and Resin type mortars.
What is the standard laboratory environment for testing these mortars?+
A temperature of 27 ± 2°C and a relative humidity of 65 ± 5%.
How is working time defined for these mortars?+
It is the time interval from the initial mixing of the ingredients until the mortar becomes too stiff to be applied and troweled effectively.

QA/QC Inspection Templates

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