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.
Overview
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.
Audience
Contents
Structure
IS 9498: Scope and Key Specifications
| IS Sieve Size | Perlite (% Retained, Vol) | Vermiculite (% Retained, Vol) | Sand (% Retained, Mass) |
|---|---|---|---|
| 4.75 mm | Max 0 | Max 0 | Max 0 |
| 2.36 mm | 0 - 5 | 0 - 10 | 0 - 5 |
| 1.18 mm | 5 - 60 | 40 - 75 | 5 - 30 |
| 600 micron | 45 - 95 | 65 - 95 | 30 - 65 |
| 300 micron | 75 - 98 | 75 - 98 | 65 - 95 |
| 150 micron | 85 - 100 | 90 - 100 | 90 - 100 |
This grading ensures proper particle size distribution for lightweight aggregates, essential for structural and thermal performance.
IS 9498 Definitions & Key Specifications
| IS Sieve Size | Perlite Max % Retained | Perlite Min % Retained | Vermiculite Max % Retained | Vermiculite Min % Retained | Sand Max % Retained | Sand Min % Retained |
|---|---|---|---|---|---|---|
| 4.75 mm | 0 | - | 0 | - | 0 | - |
| 2.36 mm | 5 | 0 | 10 | 0 | 5 | 0 |
| 1.18 mm | 60 | 5 | 75 | 40 | 30 | 5 |
| 600 micron | 95 | 45 | 95 | 65 | 65 | 30 |
| 300 micron | 98 | 75 | 98 | 75 | 95 | 65 |
| 150 micron | 100 | 85 | 100 | 90 | 100 | 90 |
This ensures uniformity and quality control in lightweight aggregate grading, critical for concrete performance.
IS 9498 Key Requirements for Aggregate Grading (Clause 3.1 & Table 1):
| Sieve Size (IS Sieve) | Perlite (% Retained by Volume) | Vermiculite (% Retained by Volume) | Sand (% Retained by Mass) |
|---|---|---|---|
| 4.75 mm | Max 0 | Max 0 | Max 0 |
| 2.36 mm | Max 5, Min 0 | Max 10, Min 0 | Max 5, Min 0 |
| 1.18 mm | Max 60, Min 5 | Max 75, Min 40 | Max 30, Min 5 |
| 600 micron | Max 95, Min 45 | Max 95, Min 65 | Max 65, Min 30 |
| 300 micron | Max 98, Min 75 | Max 98, Min 75 | Max 95, Min 65 |
| 150 micron | Max 100, Min 85 | Max 100, Min 90 | Max 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).
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
IS 9498: Physical Properties of Aggregates – Key Points
| IS Sieve Size | Perlite (% Retained by Volume) | Vermiculite (% Retained by Volume) | Sand (% Retained by Mass) |
|---|---|---|---|
| 4.75 mm | Max 0 | Max 0 | Max 0 |
| 2.36 mm | Max 5, Min 0 | Max 10, Min 0 | Max 5, Min 0 |
| 1.18 mm | Max 60, Min 5 | Max 75, Min 40 | Max 30, Min 5 |
| 600 micron | Max 95, Min 45 | Max 95, Min 65 | Max 65, Min 30 |
| 300 micron | Max 98, Min 75 | Max 98, Min 75 | Max 95, Min 65 |
| 150 micron | Max 100, Min 85 | Max 100, Min 90 | Max 100, Min 90 |
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
IS 9498: Chemical Requirements for Aggregates
| IS Sieve Size | Perlite % Retained (Max - Min) | Vermiculite % Retained (Max - Min) | Sand % Retained (Max - Min) |
|---|---|---|---|
| 4.75 mm | 0 | 0 | 0 |
| 2.36 mm | 5 - 0 | 10 - 0 | 5 - 0 |
| 1.18 mm | 60 - 5 | 75 - 40 | 30 - 5 |
| 600 micron | 95 - 45 | 95 - 65 | 65 - 30 |
| 300 micron | 98 - 75 | 98 - 75 | 95 - 65 |
| 150 micron | 100 - 85 | 100 - 90 | 100 - 90 |
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
IS 9498 Sampling Key Points & Tables
Bagged aggregates:
Sample reduction:
| Sieve Size | Perlite % Retained (Max - Min) | Vermiculite % Retained (Max - Min) | Sand % Retained (Max - Min) |
|---|---|---|---|
| 4.75 mm | 0 - - | 0 - - | 0 - - |
| 2.36 mm | 5 - 0 | 10 - 0 | 5 - 0 |
| 1.18 mm | 60 - 5 | 75 - 40 | 30 - 5 |
| 600 µm | 95 - 45 | 95 - 65 | 65 - 30 |
| 300 µm | 98 - 75 | 98 - 75 | 95 - 65 |
| 150 µm | 100 - 85 | 100 - 90 | 100 - 90 |
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
IS 9498: Methods of Test - Key Points & Tables
| IS Sieve Size | Perlite (Vol %) | Vermiculite (Vol %) | Sand (Mass %) |
|---|---|---|---|
| 4.75 mm | Max 0 | Max 0 | Max 0 |
| 2.36 mm | 0–5 | 0–10 | 0–5 |
| 1.18 mm | 5–60 | 40–75 | 5–30 |
| 600 micron | 45–95 | 65–95 | 30–65 |
| 300 micron | 75–98 | 75–98 | 65–95 |
| 150 micron | 85–100 | 90–100 | 90–100 |
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.
IS 9498: Packing and Marking of Lightweight Aggregates
Marking on Packages (8.1):
Rejection Criteria (Clause 9):
| Parameter | Limit 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%
IS 9498: Inspection and Rejection Criteria Summary
Clause 9.1: Purchaser may reject materials based on minimum mass or approximate volume.
Clause 9.2 (Individual Package Rejection):
Clause 9.3 (Shipment Rejection):
| IS Sieve Size | Perlite % Retained (Max - Min) | Vermiculite % Retained (Max - Min) | Sand % Retained (Max - Min) |
|---|---|---|---|
| 4.75 mm | 0 - - | 0 - - | 0 - - |
| 2.36 mm | 5 - 0 | 10 - 0 | 5 - 0 |
| 1.18 mm | 60 - 5 | 75 - 40 | 30 - 5 |
| 600 micron | 95 - 45 | 95 - 65 | 65 - 30 |
| 300 micron | 98 - 75 | 98 - 75 | 95 - 65 |
| 150 micron | 100 - 85 | 100 - 90 | 100 - 90 |
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
Frequently Asked
IS 9498 (1980) specifies requirements for inorganic aggregates used in gypsum plaster. The standard covers:
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.
This standard ensures aggregates meet minimum quality criteria for effective gypsum plaster performance.
According to IS 9498 (Clause 5.1):
Additionally, Clause 5.2 states:
| Parameter | Permissible 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.
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:
Additional Notes:
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This ensures lightweight aggregate quality per IS 9498.
Sampling Methods for Inorganic Aggregates (IS 9498)
Bagged Aggregates (Clause 6.2):
Natural/Manufactured Sand (Clause 6.1):
Sample Reduction (Clause 6.3):
Sieve Analysis (Clause 7.1):
This ensures representative, standardized sampling for reliable aggregate testing.
According to IS 9498, Clause 9.2, a shipment of inorganic aggregates can be rejected if:
Additional criteria for quality include:
| Criterion | Limit 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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