IS 10772:1983 specifies the requirements for quick setting lime pozzolana mixtures used as a cost-effective alternative to cement in various construction applications except reinforced concrete. It covers the composition, chemical and physical properties, manufacturing process, and quality control of mixtures made from hydrated lime, pozzolanic materials like fly ash or burnt clay, gypsum, and accelerators. This standard is essential for engineers and construction professionals seeking to utilize quick setting lime pozzolana mixtures for masonry, plastering, levelling courses, and other structural works.
Overview
IS 10772:1983 specifies the requirements for quick setting lime pozzolana mixtures used as a cost-effective alternative to cement in various construction applications except reinforced concrete. It covers the composition, chemical and physical properties, manufacturing process, and quality control of mixtures made from hydrated lime, pozzolanic materials like fly ash or burnt clay, gypsum, and accelerators. This standard is essential for engineers and construction professionals seeking to utilize quick setting lime pozzolana mixtures for masonry, plastering, levelling courses, and other structural works.
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Contents
Structure
IS 10772 - Scope: Key Specifications & Tables
This standard covers quick setting lime pozzolana mixtures with types 1, 2, and 3 classified by lime reactivity (70, 50, 30 kgf/cm² respectively).
| Characteristic | Type 1 | Type 2 | Type 3 | Test Reference (IS 4031-1968) |
|---|---|---|---|---|
| Fineness (Residue on 150 micron sieve, %) | ≤ 5 | ≤ 5 | ≤ 5 | Clause S |
| Setting Time (Initial, hours, Min) | 0.5 | 0.5 | 0.5 | Clause 7 |
| Setting Time (Final, hours, Max) | 24 | 24 | 24 | Clause 7 |
| Compressive Strength (N/mm²) | Clause 9 | |||
| - 7 days (min) | 2.5 | 1.0 | 0.4 | |
| - 28 days (min) | 6.0 | 2.5 | 1.0 | |
| - 90 days (min) | 8.0 | 4.0 | 1.5 | |
| Water Retention (%) (min) | 70 | 70 | 70 | Clause 15 |
| Soundness Expansion (mm, max) | 10 | 10 | 10 | Clause 5 |
| Characteristic | Requirement | Test Reference |
|---|---|---|
| Available Lime (%) | ≥ 25 | IS 1514-1959 |
| Carbon Dioxide (%) (max) | ≤ 2 | IS 6932-1973 |
| Magnesium Oxide (%) (max) | ≤ 6 | IS 1727-1967 |
| Sulphate Content as SO3 (%) | ≤ |
IS 10772: Definitions & Key Specifications Summary
| Characteristic | Type 1 | Type 2 | Type 3 | Test Method Reference |
|---|---|---|---|---|
| Fineness (% residue on 150µ IS sieve) | ≤ 5 | ≤ 5 | ≤ 5 | Clause S, IS 4031-1968 |
| Setting Time (Initial, hours, Min) | 0.5 | 0.5 | 0.5 | Clause 7, IS 4031-1968 |
| Setting Time (Final, hours, Max) | 24 | 24 | 24 | Clause 7, IS 4031-1968 |
| Compressive Strength (N/mm²) | Clause 9, IS 4031-1968 | |||
| - 7 days (min) | 2.5 | 1.0 | 0.4 | |
| - 28 days (min) | 6.0 | 2.5 | 1.0 | |
| - 90 days (min) | 8.0 | 4.0 | 1.5 | |
| Water Retention (%) (Min) | 70 | 70 | 70 | Clause 15, IS 4031-1968 |
| Soundness Expansion (mm) (Max) | 10 | 10 | 10 | Clause 5, IS 4031-1968 |
| Characteristic | Requirement | Test Method Reference | |-----------------------------|-------------
IS 10772: Manufacture - Key Specifications & Tables
| Characteristic | Requirement | Test Method Reference |
|---|---|---|
| Available lime (%) | Min 25 | IS:1514-1959* |
| Carbon dioxide (%) | Max 2 | IS:6932-1973+ |
| Magnesium oxide (%) | Max 6 | IS:1727-1967$ |
| Sulphate content (SO3%) | Max 3 | IS:1727-1967 |
| Free moisture (%) | Max 2 | Appendix A, IS:4098-1983§ |
| Loss on ignition (%) | Max 20 | IS:6932-1973+ |
| Characteristic | Type 1 | Type 2 | Type 3 | Test Method Reference |
|---|---|---|---|---|
| Fineness (% residue on 150μ IS sieve) | ≤ 5 | ≤ 5 | ≤ 5 | Clause S, IS:4031-1968* |
| Setting time (Initial, hours, Min) | 0.5 | 0.5 | 0.5 | Clause 7, IS:4031-1968* |
| Setting time (Final, hours, Max) | 24 | 24 | 24 | Clause 7, IS:4031-1968* |
| Compressive strength (N/mm², Min) | Clause 9, IS:4031-1968* | |||
| - 7 days (avg. 3 cubes) | 2.5 | 1.0 | 0.4 | |
| - 28 days (avg. 3 cubes) | 6.0 | 2.5 | 1.0 | |
| - 90 days (avg. 3 cubes) | 8.0 | 4.0 | 1.5 |
IS 10772: Classification of Pozzolana Based on Physical & Chemical Requirements
| Characteristic | Type 1 | Type 2 | Type 3 | Reference (IS 4031-1968) |
|---|---|---|---|---|
| Fineness (% residue on 150-micron sieve) | ≤ 5 | ≤ 5 | ≤ 5 | Clause S |
| Setting Time (Initial, Min) | ≥ 0.5 | ≥ 0.5 | ≥ 0.5 | Clause 7 |
| Setting Time (Final, Max, hours) | ≤ 24 | ≤ 24 | ≤ 24 | Clause 7 |
| Compressive Strength (N/mm²) at: | Clause 9 | |||
| - 7 days (min avg. 3 cubes) | 2.5 | 1.0 | 0.4 | |
| - 28 days | 6.0 | 2.5 | 1.0 | |
| - 90 days | 8.0 | 4.0 | 1.5 | |
| Water Retention (%) | ≥ 70 | ≥ 70 | ≥ 70 | Clause 15 |
| Soundness (Expansion, mm, Max) | ≤ 10 | ≤ 10 | ≤ 10 | Clause 5 |
| Characteristic | Requirement | Reference Method |
|---|---|---|
| Available Lime (%) | ≥ 25 | IS 1514-195 |
IS 10772: Chemical Requirements Summary
| Characteristic | Requirement | Test Method Reference |
|---|---|---|
| Available lime, % (Min) | 25 | IS 1514-1959* |
| Carbon dioxide, % (Max) | 2 | IS 6932-1973+ |
| Magnesium oxide, % (Max) | 6 | IS 1727-1967$ |
| Sulphate as SO₃, % (Max) | 3 | IS 1727-1967 |
| Free moisture, % (Max) | 2 | Appendix A, IS 4098-1983§ |
| Loss on ignition, % (Max) | 20 | IS 6932-1973+ |
If needed, I can also provide physical requirements or testing procedures.
IS 10772: Physical Requirements for Pozzolanic Materials (Clause 6.1, Table 2)
| Characteristic | Type 1 | Type 2 | Type 3 | Test Reference (IS 4031-1968) |
|---|---|---|---|---|
| Fineness (% residue on 150-micron sieve, max) | 5% | 5% | 5% | Clause S |
| Setting Time (hours) | Clause 7 | |||
| - Initial (min) | 0.5 | 0.5 | 0.5 | |
| - Final (max) | 24 | 24 | 24 | |
| Compressive Strength (N/mm², min) | Clause 9 | |||
| - 7 days (avg. of 3 cubes) | 2.5 | 1.0 | 0.4 | |
| - 28 days (avg. of 3 cubes) | 6.0 | 2.5 | 1.0 | |
| - 90 days (avg. of 3 cubes) | 8.0 | 4.0 | 1.5 | |
| Water Retention (%) (min) | 70 | 70 | 70 | Clause 15 |
| Soundness (Expansion, mm, max) | 10 | 10 | 10 | Clause 5 |
flowchart TD
A[Start: Sample Pozzolana] --> B[Fineness Test (≤5% residue)]
B --> C[Setting Time Test]
C --> D{Initial ≥0.5 hr?}
D -->|Yes| E{Final ≤24 hr?}
D -->|No|
IS 10772: Storage & Specifications Summary
| Characteristic | Type 1 | Type 2 | Type 3 | Test Reference |
|---|---|---|---|---|
| Fineness (% residue on 150-micron sieve) | ≤ 5 | ≤ 5 | ≤ 5 | IS 4031-1968 Clause S |
| Initial setting time (hours, min) | 0.5 | 0.5 | 0.5 | IS 4031-1968 Clause 7 |
| Final setting time (hours, max) | 24 | 24 | 24 | IS 4031-1968 Clause 7 |
| Compressive strength (N/mm², min) | IS 4031-1968 Clause 9 | |||
| - 7 days | 2.5 | 1.0 | 0.4 | |
| - 28 days | 6.0 | 2.5 | 1.0 | |
| - 90 days | 8.0 | 4.0 | 1.5 | |
| Water retention (%) | ≥ 70 | ≥ 70 | ≥ 70 | IS 4031-1968 Clause 15 |
| Soundness expansion (mm, max) | 10 | 10 | 10 | IS 4031-1968 Clause 5 |
Note: Types 1, 2, 3 correspond to lime reactivity values of 70, 50, and 30 kgf/cm² respectively.
| Characteristic | Requirement | Test Reference |
|---|---|---|
| Available lime (%) | ≥ 25 | IS 1514-1959 |
| Carbon dioxide (%) | ≤ |
IS 10772: Packaging and Delivery - Key Specifications
| Characteristic | Type 1 | Type 2 | Type 3 | Test Reference (IS 4031-1968) |
|---|---|---|---|---|
| Fineness (Residue on 150-micron) % Max | 5 | 5 | 5 | Clause S |
| Setting Time Initial (hours) Min | 0.5 | 0.5 | 0.5 | Clause 7 |
| Setting Time Final (hours) Max | 24 | 24 | 24 | Clause 7 |
| Compressive Strength (N/mm²) Min | Clause 9 | |||
| - 7 days average | 2.5 | 1.0 | 0.4 | |
| - 28 days average | 6.0 | 2.5 | 1.0 | |
| - 90 days average | 8.0 | 4.0 | 1.5 | |
| Water Retention % Min | 70 | 70 | 70 | Clause 15 |
| Soundness Expansion (mm) Max | 10 | 10 | 10 | Clause 5 |
flowchart TD
A[Manufacture Lime Pozzolana Mixture]
B[Pack
IS 10772: Sampling and Criteria for Conformity
| Parameter | Sample Type | Test Method Reference |
|---|---|---|
| Magnesium Oxide (MgO) | Individual sample | IS 3535 / Clause 6.1 & Table 2 |
| Carbon Dioxide (CO₂) | Individual sample | IS 3535 / Clause 6.1 & Table 2 |
| Water Retention | Individual sample | IS 3535 / Clause 6.1 & Table 2 |
| Other Properties | Composite sample | IS 3535 / Clause 6.1 & Table 2 |
[ \text{Permissible weight range} = 50 \text{ kg} \pm (2.5% \times 50) = 50 \pm 1.25 \text{ kg} ]
flowchart TD
A[Lot of Bags] --> B{Sampling}
B --> C[Individual Samples]
B --> D[Composite Sample]
C --> E[Test MgO, CO₂, Water Retention]
D --> F[Test Other Properties]
E & F --> G{Conformity Check}
G -->|Pass| H[Accept Lot]
G -->|Fail| I[Reject Lot]
Summary: IS 10772 mandates specific sampling methods aligned with IS 3535,
IS 10772: Inspection and Testing Key Points
| Characteristic | Type 1 | Type 2 | Type 3 | Reference Method (IS 4031-1968) |
|---|---|---|---|---|
| Fineness (% residue on 150 µm) | ≤ 5 | ≤ 5 | ≤ 5 | Clause S |
| Initial Setting Time (hours, min) | 0.5 | 0.5 | 0.5 | Clause 7 |
| Final Setting Time (hours, max) | 24 | 24 | 24 | Clause 7 |
| Compressive Strength (N/mm²) | Clause 9 | |||
| - 7 days (min) | 2.5 | 1.0 | 0.4 | |
| - 28 days (min) | 6.0 | 2.5 | 1.0 | |
| - 90 days (min) | 8.0 | 4.0 | 1.5 | |
| Water Retention (%) (min) | 70 | 70 | 70 | Clause 15 |
| Soundness Expansion (mm, max) | 10 | 10 | 10 | Clause 5 |
Note: Type 1, 2, 3 correspond to lime reactivity values of 70, 50, and 30 kgf/cm² respectively.
| Characteristic | Requirement | Test Method |
|---|---|---|
| Available Lime (%) | ≥ 25 | IS 1514-1959 |
| Carbon Dioxide (%) | ≤ 2 | IS 6932-1973 |
Frequently Asked
According to IS 10772, the permitted pozzolanic materials for quick setting lime pozzolana mixture include:
These are interground with hydrated Class C lime (per IS: 712-1984), Type IV gypsum (per IS: 1290-1973), and/or suitable hardening accelerators to meet the specification requirements.
| Material Type | Reference IS Code |
|---|---|
| Hydrated Class C Lime | IS 712-1984 |
| Burnt Clay (Pozzolana) | IS 1344-1981 |
| Fly Ash | IS 3812-1981 |
| Rice Husk Ash | Locally sourced |
| Bagasse Ash | Locally sourced |
| Type IV Gypsum | IS 1290-1973 |
This combination ensures rapid setting and strength development in the lime-pozzolana mixture.
According to IS 10772 Clause 5.1, Table 1, the chemical limits for lime-pozzolana mixtures are:
| Chemical Component | Limit (%) | Test Method Reference |
|---|---|---|
| Available Lime (min) | 25 | IS: 1514-1959 |
| Carbon Dioxide (max) | 2 | IS: 6932-1973 |
| Magnesium Oxide (max) | 6 | IS: 1727-1967 |
| Sulphate as SO₃ (max) | 3 | IS: 1727-1967 |
| Free Moisture (max) | 2 | Appendix A, IS: 4098-1983 |
| Loss on Ignition (max) | 20 | IS: 6932-1973 |
Additional notes:
This ensures the mixture's chemical stability and performance as a building lime-pozzolana blend.
Setting Time Control in IS 10772 (Quick Setting Lime Pozzolana Mixture):
| Setting Time Type | Minimum (hours) | Maximum (hours) |
|---|---|---|
| Initial Setting Time | 0.5 | - |
| Final Setting Time | - | 24 |
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This ensures rapid but controlled setting for durability and workability.
According to IS 10772 - Quick Setting Lime Pozzolana Mixture, the minimum compressive strength requirements for mortar cubes are:
| Age (days) | Type 1 (N/mm²) | Type 2 (N/mm²) | Type 3 (N/mm²) |
|---|---|---|---|
| 7 | 2.5 | 1.0 | 0.4 |
| 28 | 6.0 | 2.5 | 1.0 |
| 90 | 8.0 | 4.0 | 1.5 |
Notes:
This ensures durability and performance for different mixture grades in construction applications.
To maintain the quality of the quick setting lime pozzolana mixture before use, IS 10772 specifies:
This prevents deterioration and maintains the mixture's properties until use.
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Key: Protect from moisture + proper packaging = maintained quality.
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