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IS 9498 : 1980inorganic aggregates for use in gypsum plaster

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ASTM C35 / C35M - 19 · EN 13139 · BS EN 13139
CurrentSpecializedSpecificationBIMMaterials Science · Building Limes and Gypsum Products
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OverviewValues4InternationalTablesFAQ4Related

IS 9498:1980 is the Indian Standard (BIS) for inorganic aggregates for use in gypsum plaster. This standard specifies the requirements for inorganic aggregates, such as sand or crushed stone sand, intended for use in gypsum plaster. It covers material properties, grading limits, and maximum permissible amounts of deleterious substances to ensure the quality and performance of the final plaster finish.

inorganic aggregates for use in gypsum plaster

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Building Limes and Gypsum Products
Type
Specification
International equivalents
ASTM C35 / C35M - 19 · ASTM International, USAEN 13139:2002 · CEN (European Committee for Standardization), EuropeBS EN 13139:2002 · BSI (British Standards Institution), UK
Typically used with
IS 2386
Also on InfraLens for IS 9498
4Key values2Tables4FAQs

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

Practical Notes
! The grading of the aggregate is critical for the workability and final texture of the plaster; using an aggregate that is too coarse will result in a rough, unworkable finish.
! Ensure aggregates are free from organic impurities and excessive clay/silt, as these can negatively affect the setting time, strength, and may lead to surface defects.
! This standard is only for aggregates used with gypsum-based plasters (e.g., IS 2547), not for traditional cement-sand plaster which uses aggregates specified in IS 383.
Frequently referenced clauses
Cl. 3MaterialCl. 4GradingCl. 5Deleterious SubstancesCl. 7Sampling and Methods of Test
Pulled from IS 9498:1980. Browse the full clause & table index below in Tables & Referenced Sections.
aggregatesgypsumplastersandinorganic materials

International Equivalents

Similar International Standards
ASTM C35 / C35M - 19ASTM International, USA
HighCurrent
Standard Specification for Inorganic Aggregates for Use in Gypsum Plaster
Directly covers inorganic aggregates (natural sand, manufactured sand) for use in gypsum plaster.
EN 13139:2002CEN (European Committee for Standardization), Europe
MediumCurrent
Aggregates for mortar
Covers aggregates for all mortars; it is the reference standard for aggregates in gypsum plaster systems (per EN 13279).
BS EN 13139:2002BSI (British Standards Institution), UK
MediumCurrent
Aggregates for mortar
The UK's adoption of the European standard, covering aggregates for mortars including gypsum plaster.
Key Differences
≠IS 9498 specifies a single, mandatory grading curve, whereas EN 13139 provides a more flexible system with different size categories (e.g., 0/2 mm, 0/4 mm) allowing manufacturers to choose based on plaster type.
≠Control of soluble salts differs: IS 9498 sets a fixed maximum percentage for chlorides and sulfates. EN 13139 uses a category system (e.g., Cl 0.06) for chlorides and total sulfur, while ASTM C35 is less specific on these salts, often deferring to the plaster's requirements.
≠The scope of EN 13139 is broader, covering aggregates for all types of mortar (cement, lime, gypsum), while IS 9498 and ASTM C35 are exclusively for aggregates used with gypsum plaster.
≠IS 9498 has a specific limit on clay, silt, and fine dust (max 5%), while ASTM C35 has a limit on material finer than the 75-µm sieve (max 3%), which are similar but not identical tests.
Key Similarities
≈All standards mandate control over particle size distribution through sieve analysis to ensure proper workability and plaster quality.
≈All standards require the aggregate to be free from deleterious amounts of organic impurities, commonly verified using a colorimetric test (sodium hydroxide test).
≈The primary objective of all listed standards is to ensure the aggregate is chemically inert, sound, and properly graded to prevent adverse reactions or defects in the final gypsum plaster.
≈All standards specify that the aggregate should consist of hard, durable, and clean natural sand, crushed stone sand, or a combination.
Parameter Comparison
ParameterIS ValueInternationalSource
Grading: Max Particle Size (Passing)100% passing 2.36 mm sieve100% passing No. 8 (2.36 mm) sieveASTM C35
Grading: Fines (Passing)0 to 5% passing 150 micron sieve0 to 10% passing No. 100 (150 micron) sieveASTM C35
Clay, Silt and Fine Dust (by decantation)Max 5.0% by weightMax 3.0% by weight finer than 75-µm (No. 200) sieveASTM C35
Water-Soluble Chlorides (as Cl)Max 0.05% by weightCategorized, e.g., Category Cl 0,06 (≤ 0.06% by mass of water soluble chloride ions)EN 13139
Sulfate ContentMax 0.5% water-soluble sulfate (as SO3)Categorized total sulfur, e.g., Category S 1.0 (≤ 1.0% by mass)EN 13139
Organic Impurities TestLiquid colour should not be darker than standard reference solutionLiquid color shall not be darker than the reference standard color solutionASTM C35
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Max particle size0% retained on 2.36 mm IS Sieve
Min percentage passing 150 micron IS Sieve5%
Max percentage passing 150 micron IS Sieve20%
Max content of clay, fine silt, fine dust5% by mass

Tables & Referenced Sections

Key Tables
Table 1 - Grading Requirements for Aggregates for Use in Gypsum Plaster
Table 2 - Limits for Deleterious Substances
Key Clauses
Clause 3 - Material
Clause 4 - Grading
Clause 5 - Deleterious Substances
Clause 7 - Sampling and Methods of Test

Related Resources on InfraLens

Cross-Referenced Codes
IS 2386:1963Methods of Test for Aggregates for Concrete -...
→

Frequently Asked Questions4

What is the maximum particle size allowed in aggregate for gypsum plaster?+
Effectively 2.36 mm. No particles should be retained on the 2.36 mm IS Sieve (Table 1).
What is the permissible limit for clay and silt content?+
The total content of clay, fine silt, and fine dust shall not exceed 5 percent by mass (Clause 5.1).
How do you test for organic impurities?+
As per the test described in IS 2386 (Part 2). The aggregate fails the test if it produces a colour darker than the standard reference solution (Clause 5.2).
What is the required particle size distribution (grading)?+
The grading must conform to the limits specified in Table 1, which provides percentage passing ranges for various IS Sieves from 2.36 mm down to 150 micron.

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