IS 94981980AI Search Enabled✦ AI Generated

inorganic aggregates for use in gypsum plaster

IS 9498:1980 specifies the requirements for inorganic aggregates such as perlite, sand (natural and manufactured), and vermiculite used in the manufacture of gypsum plaster. This standard ensures the quality and suitability of these aggregates to produce durable and effective gypsum plaster, providing guidelines on physical properties, impurities, and sampling methods. It is essential for manufacturers, quality control engineers, and construction professionals involved in gypsum plaster production and application.

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1980Edition
Building Limes and Gypsum ProductsCategory
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What This Standard Covers

IS 9498:1980 specifies the requirements for inorganic aggregates such as perlite, sand (natural and manufactured), and vermiculite used in the manufacture of gypsum plaster. This standard ensures the quality and suitability of these aggregates to produce durable and effective gypsum plaster, providing guidelines on physical properties, impurities, and sampling methods. It is essential for manufacturers, quality control engineers, and construction professionals involved in gypsum plaster production and application.

Who Uses This Standard

  • Gypsum plaster manufacturers
  • Quality control engineers
  • Construction material suppliers
  • Civil engineers
  • Building contractors
  • Materials testing laboratories
  • Research and development specialists in construction materials

Key Topics Covered

Types of inorganic aggregates for gypsum plaster
Physical and chemical requirements of aggregates
Mass and density specifications for perlite and vermiculite
Limits on water-soluble impurities and sodium ion content
Sieve analysis and particle size distribution
Sampling procedures for aggregates
Methods for testing organic impurities
Packing and marking requirements
Criteria for acceptance and rejection of shipments
Definitions of natural and manufactured sand
Volume and mass measurement techniques

Table of Contents

1Scope

IS 9498: Scope and Key Specifications

  • Scope: Covers lightweight aggregates—Perlite, Vermiculite, and Sand—used in construction.

Key Table: Grading Requirements (Clause 3.1, Table 1)

IS Sieve SizePerlite (% Retained, Vol)Vermiculite (% Retained, Vol)Sand (% Retained, Mass)
4.75 mmMax 0Max 0Max 0
2.36 mm0 - 50 - 100 - 5
1.18 mm5 - 6040 - 755 - 30
600 micron45 - 9565 - 9530 - 65
300 micron75 - 9875 - 9865 - 95
150 micron85 - 10090 - 10090 - 100
  • Rounding Off: Test results must be rounded per IS 2-1960, retaining the same significant figures as specified.

This grading ensures proper particle size distribution for lightweight aggregates, essential for structural and thermal performance.

2Definitions

IS 9498 Definitions & Key Specifications

1. Definitions (Clause 2.0)

  • The standard defines terms related to lightweight aggregates like perlite, vermiculite, and sand used in lightweight concrete.

2. Grading Requirements (Clause 3.1 & Table 1)

  • Aggregates must conform to specified grading limits based on sieve analysis.
  • Sieve sizes and percentage retained (cumulative) limits are given for Perlite, Vermiculite (by volume), and Sand (by mass):
IS Sieve SizePerlite Max % RetainedPerlite Min % RetainedVermiculite Max % RetainedVermiculite Min % RetainedSand Max % RetainedSand Min % Retained
4.75 mm0-0-0-
2.36 mm5010050
1.18 mm6057540305
600 micron954595656530
300 micron987598759565
150 micron100851009010090

3. Rounding Off (Clause 0.3)

  • Test results must be rounded per IS 2-1960, maintaining the same significant figures as specified values.

This ensures uniformity and quality control in lightweight aggregate grading, critical for concrete performance.

3Requirements

IS 9498 Key Requirements for Aggregate Grading (Clause 3.1 & Table 1):

  • Sieve Analysis: Aggregate grading must conform to limits in Table 1 for Perlite, Vermiculite, and Sand.
Sieve Size (IS Sieve)Perlite (% Retained by Volume)Vermiculite (% Retained by Volume)Sand (% Retained by Mass)
4.75 mmMax 0Max 0Max 0
2.36 mmMax 5, Min 0Max 10, Min 0Max 5, Min 0
1.18 mmMax 60, Min 5Max 75, Min 40Max 30, Min 5
600 micronMax 95, Min 45Max 95, Min 65Max 65, Min 30
300 micronMax 98, Min 75Max 98, Min 75Max 95, Min 65
150 micronMax 100, Min 85Max 100, Min 90Max 100, Min 90
  • Rounding Off: Test results must be rounded as per IS 2-1960, retaining the same significant figures as specified.

  • Material Evaluation: Purchasers may reject materials based on minimum mass or approximate volume criteria (Clause 9.1).


Summary:

  • Use sieve sizes and percentage retained limits to verify aggregate grading.
  • Follow IS 2-1960 for rounding test results.
  • Material acceptance can be volume or mass-based.
flowchart LR
    A[Sieve Analysis] --> B{Aggregate Type}
    B --> C[Perlite]
    B --> D[Vermiculite]
    B --> E[Sand]
    C --> F[Check % Retained per Table 1]
    D --> F
    E --> F
    F --> G[Conforms?]
    G -->|Yes| H[Accept Material]
    G -->|No| I[Reject Material]

This ensures compliance with IS 949

4Physical Properties of Aggregates

IS 9498: Physical Properties of Aggregates – Key Points

1. Grading Requirements (Clause 3.1, Table 1)

IS Sieve SizePerlite (% Retained by Volume)Vermiculite (% Retained by Volume)Sand (% Retained by Mass)
4.75 mmMax 0Max 0Max 0
2.36 mmMax 5, Min 0Max 10, Min 0Max 5, Min 0
1.18 mmMax 60, Min 5Max 75, Min 40Max 30, Min 5
600 micronMax 95, Min 45Max 95, Min 65Max 65, Min 30
300 micronMax 98, Min 75Max 98, Min 75Max 95, Min 65
150 micronMax 100, Min 85Max 100, Min 90Max 100, Min 90

2. Sieve Analysis Procedure (Clause 7.1)

  • Sample volume: ~500 ml bulk volume
  • Sieving time: 5 minutes (mechanical sieve)
  • Measure volume of each fraction in a 250 ml graduated cylinder
  • Pour aggregate loosely, level surface, read volume within ±2 ml
  • Percentage retained on each sieve = sum of volumes of all fractions larger than that sieve expressed as % of total volume

3. Additional Notes

  • Sieve analysis follows IS 2386 (Part I) - 1963, modified for volume measurement instead of mass for lightweight aggregates.
  • Volume-based grading is essential for lightweight aggregates like perlite and vermiculite.

flowchart TD
    A[Sample ~500 ml] --> B[Mechanical Sieving - 5 min]
    B --> C[Collect sieve fractions]
    C --> D[Measure volume in 250 ml cylinder]
    D --> E[Calculate % retained per sieve]
    E --> F[Compare with Table 1 limits]

This ensures aggregates meet grading and physical property requirements

5Chemical Requirements

IS 9498: Chemical Requirements for Aggregates

Key Specifications (Clause 7.4: Water-Soluble Impurities)

  • Sample: 10 g of sand
  • Procedure:
    • Add 100 ml distilled water, boil and simmer for 5 min
    • Filter and wash with hot distilled water to ~125 ml filtrate
    • Evaporate to dryness (max 120°C)
    • Cool in desiccator, weigh residue
  • Result:
    [ \text{Water-Soluble Impurities (%)} = \frac{\text{Mass of residue (g)}}{10 \text{ g}} \times 100 ]

Grading Limits (Clause 3.1, Table 1)

IS Sieve SizePerlite % Retained (Max - Min)Vermiculite % Retained (Max - Min)Sand % Retained (Max - Min)
4.75 mm000
2.36 mm5 - 010 - 05 - 0
1.18 mm60 - 575 - 4030 - 5
600 micron95 - 4595 - 6565 - 30
300 micron98 - 7598 - 7595 - 65
150 micron100 - 85100 - 90100 - 90

Notes:

  • Round off test results as per IS 2-1960.
  • Ensure residue drying temperature does not exceed 120°C.
flowchart TD
    A[10 g Sample] --> B[Add 100 ml Distilled Water]
    B --> C[Boil & Simmer 5 min]
    C --> D[Filter & Wash to 125 ml]
    D --> E[Evaporate to Dryness (<120°C)]
    E --> F[Cool & Weigh Residue]
    F --> G[Calculate % Water-Soluble Imp
6Sampling

IS 9498 Sampling Key Points & Tables

Sampling Procedure (Clauses 6.2 & 6.3)

  • Bagged aggregates:

    • Sample at least 1 bag per 100 bags, minimum 6 bags per shipment ≥100 bags.
    • For smaller shipments, sample 6% of bags.
    • Use a sampling tube inserted diagonally full length in a horizontal bag.
    • Combine portions to form a gross sample ≥ 28 dm³.
    • Prepare and test 1 composite sample per 2000 bags.
  • Sample reduction:

    • Use quartering or riffling to reduce gross samples to test size.

Grading Requirements (Table 1, Clause 3.1)

Sieve SizePerlite % Retained (Max - Min)Vermiculite % Retained (Max - Min)Sand % Retained (Max - Min)
4.75 mm0 - -0 - -0 - -
2.36 mm5 - 010 - 05 - 0
1.18 mm60 - 575 - 4030 - 5
600 µm95 - 4595 - 6565 - 30
300 µm98 - 7598 - 7595 - 65
150 µm100 - 85100 - 90100 - 90

Rounding Off (Clause 0.3)

  • Final test values must be rounded per IS 2:1960, matching significant figures of specified values.

flowchart TD
    A[Start: Shipment of Bagged Aggregates] --> B[Randomly select bags per Clause 6.2]
    B --> C[Use sampling tube diagonally in bags]
    C --> D[Combine portions to form gross sample ≥ 28 dm³]
    D --> E[Reduce sample by quartering or riffling
7Methods of Test

IS 9498: Methods of Test - Key Points & Tables

Sample Preparation (Clause 6.3)

  • Samples must be reduced by quartering or riffling to obtain proper size for testing.

Sieve Analysis (Clause 3.1 & Table 1)

  • Aggregates must meet grading limits specified below (percentage retained, cumulative):
IS Sieve SizePerlite (Vol %)Vermiculite (Vol %)Sand (Mass %)
4.75 mmMax 0Max 0Max 0
2.36 mm0–50–100–5
1.18 mm5–6040–755–30
600 micron45–9565–9530–65
300 micron75–9875–9865–95
150 micron85–10090–10090–100

Package Rejection Criteria (Clause 9.2)

  • Reject if:
    • Mass is 5% less than indicated.
    • Volume is 10% less than indicated.

Additional Notes

  • Follow IS 2-1960 for rounding test results.
  • Refer to IS methods for:
    • Specific gravity, density, voids, absorption, bulking (Part III).
    • Deleterious materials & organic impurities (Part II).

flowchart TD
    A[Sample Collection] --> B[Sample Reduction]
    B --> C[Quartering or Riffling]
    C --> D[Sieve Analysis]
    D --> E[Check Grading Limits (Table 1)]
    E --> F{Within Limits?}
    F -- Yes --> G[Accept Sample]
    F -- No --> H[Reject Sample]

This summarizes the key testing methods and grading requirements per IS 9498.

8Packing and Marking

IS 9498: Packing and Marking of Lightweight Aggregates

Key Specifications (Clause 8 & 9)

  • Marking on Packages (8.1):

    • Manufacturer's name
    • Type of aggregate
    • Minimum mass (weight)
    • Approximate volume of contents
  • Rejection Criteria (Clause 9):

    • Individual Package Rejection (9.2):
      • Mass < 95% of marked weight → Reject package
      • Volume < 90% of marked volume → Reject package
    • Shipment Rejection (9.3):
      • Average of 2 packages per 100 (min 6 packages) mass < marked weight → Reject shipment
      • Average volume differs by > +5% or < -10% from marked volume → Reject shipment

Water-Soluble Impurities Test (Clause 7.4)

  • Sample: 10 g sand + 100 ml distilled water, boiled 5 min
  • Filter, wash, evaporate at ≤120°C
  • Calculate residue % = (Mass of residue / 10 g) × 100

Summary Table: Packing & Marking Criteria

ParameterLimit for Rejection
Individual Mass< 95% of marked weight
Individual Volume< 90% of marked volume
Shipment Mass Avg< marked weight (2/100 pkgs)
Shipment Volume Avg> +5% or < -10% deviation
flowchart TD
    A[Package] --> B{Marking}
    B -->|Manufacturer| C[Name]
    B -->|Aggregate Type| D[Type]
    B -->|Mass| E[Min Mass]
    B -->|Volume| F[Approx Volume]
    A --> G{Quality Check}
    G -->|Mass < 95%| H[Reject Package]
    G -->|Volume < 90%| H
    G -->|Pass| I[Accept Package]
    subgraph Shipment
        J[Random Sampling: 2 pkgs/100, min 6 pkgs]
        J --> K{Avg Mass & Volume}
        K -->|Mass < Marked| L[Reject Shipment]
        K -->|Vol > +5% or < -10%
9Inspection and Rejection Criteria

IS 9498: Inspection and Rejection Criteria Summary

Key Clauses for Inspection & Rejection

  • Clause 9.1: Purchaser may reject materials based on minimum mass or approximate volume.

  • Clause 9.2 (Individual Package Rejection):

    • Reject if mass is 5% less than indicated.
    • Reject if volume is 10% less than indicated.
  • Clause 9.3 (Shipment Rejection):

    • Reject entire shipment if average of two packages per 100 (minimum 6 packages) is:
      • Less than the indicated mass.
      • Volume differs by more than +5% or -10% from indicated volume.

Sampling Procedure

  • Randomly select 2 packages per 100 or at least 6 packages.
  • Calculate average mass/volume for evaluation.

Grading Table (Clause 3.1, Table 1 Excerpt)

IS Sieve SizePerlite % Retained (Max - Min)Vermiculite % Retained (Max - Min)Sand % Retained (Max - Min)
4.75 mm0 - -0 - -0 - -
2.36 mm5 - 010 - 05 - 0
1.18 mm60 - 575 - 4030 - 5
600 micron95 - 4595 - 6565 - 30
300 micron98 - 7598 - 7595 - 65
150 micron100 - 85100 - 90100 - 90

Summary Diagram: Inspection Flow

flowchart TD
    A[Start: Receive Shipment] --> B[Select Random Samples (2 per 100, min 6)]
    B --> C{Check Mass & Volume}
    C -->|Mass < 95% indicated| D[Reject Individual Package]
    C -->|Volume < 90% indicated| D
   

Popular Questions About IS 9498

?What types of inorganic aggregates are covered under IS 9498?

IS 9498 (1980) specifies requirements for inorganic aggregates used in gypsum plaster. The standard covers:

  • Perlite
  • Sand (both natural and manufactured)
  • Vermiculite

These are the most commonly used aggregates for gypsum plaster manufacture. Other inorganic aggregates can be used only if testing proves they produce plaster of satisfactory quality.

Key points:

  • Focus on lightweight, non-reactive aggregates.
  • Ensures compatibility and quality in gypsum plaster.
  • Helps achieve desired workability, strength, and finish.

This standard ensures aggregates meet minimum quality criteria for effective gypsum plaster performance.

?What are the permissible limits for water-soluble impurities in sand used for gypsum plaster?

According to IS 9498 (Clause 5.1):

  • Water-soluble impurities in sand used for gypsum plaster shall not exceed 0.15% by mass.
  • Sodium ion content in the sand shall not exceed 0.02% by mass.

Additionally, Clause 5.2 states:

  • The sand must pass a colourimetric test for organic impurities as per IS 2386 (Part II)-1963, developing a colour not darker than the standard, unless proven non-harmful.

Summary Table:

ParameterPermissible Limit
Water-soluble impurities≤ 0.15% by mass
Sodium ion content≤ 0.02% by mass
Organic impurities (colour)Not darker than standard

These limits ensure the sand's suitability for durable and high-quality gypsum plaster.

?How is the mass of perlite and vermiculite aggregates specified and measured?

Mass Specification of Perlite and Vermiculite Aggregates (IS 9498):

  • Perlite Aggregate Mass (Clause 4.1):
    Must be between 100 kg/m³ and 200 kg/m³.

  • Vermiculite Aggregate Mass (Clause 4.2):
    Must be between 100 kg/m³ and 160 kg/m³.


Measurement Method:

  1. Sampling: Take a representative sample of the aggregate.
  2. Volume Measurement: Measure a known volume of the aggregate (e.g., 1 m³ container).
  3. Weighing: Weigh the aggregate filling that volume.
  4. Calculate Bulk Density:
    [ \text{Bulk Density (kg/m}^3) = \frac{\text{Mass of aggregate (kg)}}{\text{Volume of container (m}^3)} ]

Additional Notes:

  • Aggregates must also comply with grading limits (Clause 3.1, Table 1) to ensure proper particle size distribution.
  • Perlite and vermiculite are lightweight, so their bulk density is critical for mix design and structural calculations.

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This ensures lightweight aggregate quality per IS 9498.

?What sampling methods are recommended for testing inorganic aggregates?

Sampling Methods for Inorganic Aggregates (IS 9498)

  • Bagged Aggregates (Clause 6.2):

    • Randomly select at least 1 bag per 100 bags, minimum 6 bags per shipment of 100+ bags.
    • For smaller shipments, sample at least 6% of bags.
    • Use a sampling tube inserted diagonally across the bag (bag horizontal) to collect representative portions.
    • Combine portions to form a gross sample of ≥ 28 dm³.
    • Prepare and test at least one composite sample per 2000 bags.
  • Natural/Manufactured Sand (Clause 6.1):

    • Sampling as per IS 2430-1969.
  • Sample Reduction (Clause 6.3):

    • Use quartering or riffling to reduce sample size for testing.
  • Sieve Analysis (Clause 7.1):

    • Use ~500 ml bulk sample.
    • Mechanical sieving for 5 minutes.
    • Measure volume of fractions in a 250 ml graduated cylinder without tamping; calculate percentages by volume.

This ensures representative, standardized sampling for reliable aggregate testing.

?What are the criteria for rejecting a shipment of inorganic aggregates according to this standard?

According to IS 9498, Clause 9.2, a shipment of inorganic aggregates can be rejected if:

  • Mass basis: The actual content is 5% less than the quantity stated on the package.
  • Volume basis: The actual content is 10% less than the volume indicated on the package.

Additional criteria for quality include:

  • Grading compliance as per Clause 3.1 and Table 1, ensuring particle size distribution falls within specified limits for perlite, vermiculite, and sand.
  • Legible packaging information per Clause 8.1, including manufacturer name, aggregate type, minimum mass, and approximate volume.

Summary Table for Rejection Criteria

CriterionLimit for Rejection
Mass content< 95% of stated mass
Volume content< 90% of stated volume

Ensure shipment also meets grading and packaging info standards for acceptance.

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