IS 4098:1983 specifies the requirements and testing methods for lime-pozzolana mixtures used in construction works, including masonry mortars and foundation concrete. It covers manufacturing processes, types of mixtures, chemical and physical properties, sampling procedures, and storage guidelines. This standard is essential for engineers, contractors, and manufacturers involved in producing or using lime-pozzolana mixtures to ensure quality and compliance with Indian construction norms.
Overview
IS 4098:1983 specifies the requirements and testing methods for lime-pozzolana mixtures used in construction works, including masonry mortars and foundation concrete. It covers manufacturing processes, types of mixtures, chemical and physical properties, sampling procedures, and storage guidelines. This standard is essential for engineers, contractors, and manufacturers involved in producing or using lime-pozzolana mixtures to ensure quality and compliance with Indian construction norms.
Audience
Contents
Structure
IS 4098: Scope Overview
Scope Definition: IS 4098 specifies requirements related to materials and testing methods for a particular construction product or process (refer to IS 6508-1972 and IS 4305-1972 for related definitions).
Conformity Criteria:
Reference Standards:
| Aspect | Details |
|---|---|
| Applicable Products | Defined in IS 6508-1972, IS 4305-1972 |
| Testing Standards | IS 4031 (Part 7): 1988 |
| Conformity | Samples must comply with all criteria in Table B.5 |
flowchart TD
A[Start: Material Sample] --> B{Meets IS 4098 Requirements?}
B -- Yes --> C[Sample Conforms]
B -- No --> D[Sample Non-Conforming]
C --> E[Approved for Use]
D --> F[Rejected]
For detailed formulas or tables, refer directly to IS 4098 Appendix B and referenced IS codes.
Clause 2.0: Definitions in IS 4098 supplement those in:
Clause 9.1 (Appendix B): Additional clarifications and criteria for conformity testing.
Table 2 (Page 6): Updates references to testing standards, e.g., replacing IS 4031:1968 with IS 4031 (Part 7):1988 for specific tests.
Clause 5.1 (Table B.5): Criteria for conformity:
| Aspect | Reference Standard | Notes |
|---|---|---|
| Admixture Definitions | IS 6508-1972 | Base definitions |
| Chemical Admixtures | IS 4305-1972 | Additional definitions |
| Testing Procedures | IS 4031 (Part 7):1988 | Chemical tests for conformity |
| Conformity Criteria | IS 4098 Clause 5.1 (Table B.5) | Sample compliance mandatory |
If you need specific formulas or detailed definitions, please specify the admixture or property concerned.
IS 4098 - Materials and Manufacture: Key Specifications
| Characteristic | Requirement | Test Method |
|---|---|---|
| Free moisture content | Max 5% | Appendix A |
| Free lime | Min 22% | IS 1514-1959* |
| Carbon dioxide | Max 5% | IS 6932 (Part II)-1973+ |
| Sulphate content | Max 3% | IS 1727-1967₫ |
| Magnesium oxide | Max 8% | IS 1727-1967 |
| Characteristic | LP40 | LP20 | LP7 | Test Method |
|---|---|---|---|---|
| Fineness (% retained on 150μ) | ≤15 | ≤15 | - | IS 4031-1908* |
| Setting time (hours) | ||||
| - Initial (min) | 2 | 2 | 2 | |
| - Final (max) | 24 | 36 | 48 | |
| Compressive strength (N/mm²) | IS 4031 (Part 7):1988 | |||
| - At 7 days (min) | 2 | 1 | 0.3 | |
| - At 28 days (min) | 4 | 2 | 0.7 | |
| Water retention (%) | ≥65 | ≥65 | ≥65 | |
| Soundness (autoclave expansion) | ≤1% | ≤1% | ≤1% |
IS 4098: Types & Specifications of Lime-Pozzolana Mixture
| Type | Use |
|---|---|
| LP 7 | Masonry mortars up to Grade MM 0.5, foundation concrete |
| LP 20 | Masonry mortars up to Grade MM 2, foundation concrete |
| LP 40 | Masonry mortars up to Grade MM 5 |
| Characteristic | Requirement |
|---|---|
| Free moisture content | ≤ 5% |
| Free lime | ≥ 22% |
| Carbon dioxide | ≤ 5% |
| Sulphate content | ≤ 3% |
| Magnesium oxide | ≤ 8% |
| Property | LP 40 | LP 20 | LP 7 |
|---|---|---|---|
| Fineness (% retained on 150μ sieve) | ≤ 15% | ≤ 15% | Not specified |
| Initial setting time (hours) | ≥ 2 | ≥ 2 | ≥ 2 |
| Final setting time (hours) | ≤ 24 | ≤ 36 | ≤ 48 |
| Compressive strength (N/mm²) | |||
| - 7 days (min) | 2 | 1 | 0.3 |
| - 28 days (min) | 4 | 2 | 0.7 |
| Water retention (%) | ≥ 65 | ≥ 65 | ≥ 65 |
| Soundness (autoclave expansion %) | ≤ 1 | ≤ 1 | ≤ 1 |
IS 4098: Chemical Requirements for Lime-Pozzolana Mixtures
| Characteristic | Requirement | Test Method Reference |
|---|---|---|
| Free moisture content | Max 5% | Appendix A |
| Free lime | Min 22% | IS 1514-1959* |
| Carbon dioxide | Max 5% | IS 6932 (Part II) - 1973+ |
| Sulphate content | Max 3% | IS 1727-1967 |
| Magnesium oxide | Max 8% | IS 1727-1967 |
| Type | Use |
|---|---|
| LP 7 | Masonry mortar up to Grade MM 0.5, foundation concrete |
| LP 20 | Masonry mortar up to Grade MM 2, foundation concrete |
| LP 40 | Masonry mortar up to Grade MM 5 |
This chemical specification ensures lime-pozzolana mixtures have controlled hydration, durability, and performance suitable for masonry and concrete applications.
IS 4098 - Physical Requirements for Lime-Pozzolana Mixtures (Clause 6.1, Table 2)
| Characteristic | LP40 | LP20 | LP7 | Test Method Reference |
|---|---|---|---|---|
| Fineness (% retained on 150-micron sieve) | ≤ 15% | ≤ 15% | - | IS: 4031 (Part 7):1988 |
| Setting Time (hours) | ||||
| - Initial (Min) | 2 | 2 | 2 | " |
| - Final (Max) | 24 | 36 | 48 | " |
| Compressive Strength (N/mm²) on 50 mm mortar cubes (1 lime-pozzolana : 3 sand) | ||||
| - At 7 days (Min) | 2 | 1 | 0.3 | IS: 4031 (Part 7):1988 |
| - At 28 days (Min) | 4 | 2 | 0.7 | " |
| Water Retention (% of original flow after suction, Min) | 65 | 65 | 65 | " |
| Soundness (Autoclave expansion, %, Max) | 1 | 1 | 1 | " |
flowchart LR
A[Lime-Pozzolana Mixture] --> B[Fineness Test]
A --> C[Setting Time Test]
A --> D[Compressive Strength Test]
A --> E[Water Retention Test]
A --> F[Soundness Test]
B --> G{≤ 15% retained}
C --> H{Initial ≥ 2 hrs, Final ≤ 24-48 hrs}
D -->
IS 4098: Storage and Handling of Lime-Pozzolana Mixture
Sampling from Conveyor or Bulk Storage (Clause 3.1.2.1 & B-3.1.2.1):
Sampling from Bulk Storage by Tubes (Clause 3.1.2.2 & B-3.1.2.2):
Sample Preparation (Clause 3.1.2 & B-3.1.2):
Storage Conditions (Clause 7.1):
| Sampling Method | Sample Size | Frequency | Notes |
|---|---|---|---|
| Conveyor / Discharge Opening | ≥ 2.5 kg | Per 15 bags or 50 tonnes | Scoops or automatic samplers |
| Bulk Storage by Sampling Tubes | Variable | Depth ≤ 3 m, multiple points | Tubes inserted vertically |
flowchart TD
A[Bulk Storage] --> B[Sample by Tubes]
B --> C[Vertical insertion up to 3m depth]
A --> D[Sample by Conveyor]
D --> E[Sample ≥ 2.5 kg per 15 bags/50 tonnes]
C & E --> F[Mix increments rapidly]
F --> G[Store in airtight 7 kg containers]
G --> H[Lab testing / Reference sample]
This ensures representative sampling and proper storage to maintain mixture quality per IS 4098.
IS 4098 - Marking and Packaging (Clauses 8.1.1 & 8.2)
Marking Requirements:
Packaging:
Quality Assurance:
| Marking Element | Description |
|---|---|
| ISI Certification Mark | Optional but recommended for quality assurance |
| Product Identification | As per IS 4098 requirements |
| Delivery Advice Info | Must include similar marking info for bulk |
Use of ISI mark is governed by the Indian Standards Institution (Certification Marks) Act. Licensing details can be obtained from BIS offices.
flowchart TD
A[Packaging] --> B[Marking on Bags/Packages]
B --> C{ISI Certification Mark?}
C -->|Yes| D[Quality Assurance & Inspection]
C -->|No| E[Standard Marking Only]
D --> F[Continuous ISI Conformity Checks]
For detailed packaging specs, refer to IS 4031 (Part 7) for related testing standards.
IS 4098: Sampling Key Points
| Parameter | Value |
|---|---|
| Minimum sample weight (general) | 2 kg |
| Test sample weight (all tests) | 5 kg |
| Airtight container capacity | 7 kg |
| Sampling interval (conveyor) | 15 bags or 50 tonnes |
| Sample weight per interval | ≥ 2.5 kg |
flowchart LR
A[Large Quantity] --> B[Take small increments]
B --> C[Mix rapidly in draft-free place]
C --> D[Store in airtight 7kg containers]
D --> E{Dispute?}
E -- Yes --> F[Fill two containers]
F --> G[Send one to lab]
F --> H[Supplier keeps one]
This ensures representative, standardized sampling for quality testing as per IS 4098.
IS 4098: Testing Methods - Key Specifications & Tables
| Property | LP40 | LP20 | LP7 | Test Method |
|---|---|---|---|---|
| Fineness (% retained on 150μ IS sieve) | ≤15 | ≤15 | - | IS: 4031 (Part 1): 1988 |
| Setting Time (hours) | ||||
| - Initial (min) | ≥2 | ≥2 | ≥2 | IS: 4031 (Part 7): 1988 |
| - Final (max) | 24 | 36 | 48 | IS: 4031 (Part 7): 1988 |
| Compressive Strength (N/mm²) | ||||
| - At 7 days (min) | 2 | 1 | 0.3 | IS: 4031 (Part 7): 1988 |
| - At 28 days (min) | 4 | 2 | 0.7 | IS: 4031 (Part 7): 1988 |
| Water Retention (%) | ≥65 | ≥65 | ≥65 | IS: 4031 (Part 7): 1988 |
| Soundness (Autoclave expansion %) | ≤1 | ≤1 | ≤1 | IS: 4031 (Part 7): 1988 |
Clause 5.1:
Clause 4.1:
Clause 9.1 & Appendix B:
| Parameter | Requirement | Reference Clause |
|---|---|---|
| Sample Testing | All tests as per Clauses 5 & 6 | 4.1 |
| Conformity Criteria | Pass all tests | 5.1 |
| Sampling & Conformity Procedure | As per Appendix B | 9.1 |
flowchart TD
A[Sample Collection] --> B[Conduct Tests (Clauses 5 & 6)]
B --> C{Pass All Tests?}
C -->|Yes| D[Conforming Sample]
C -->|No| E[Non-Conforming Sample]
E --> F[Reject or Re-test]
For detailed sampling and acceptance criteria, consult Appendix B of IS 4098.
IS 4098: Method of Test for Free Moisture Content (Lime-Pozzolana Mixture)
[ \text{Free Moisture Content, %} = \frac{A}{B} \times 100 ]
| Characteristic | Requirement | Reference Method |
|---|---|---|
| Free moisture content | Max 5% | Appendix A (IS 4098) |
| Free lime | Min 22% | IS 1514-1959 |
| Carbon dioxide | Max 5% | IS 6932 (Part II)-1973 |
| Sulphate content | Max 3% | IS 1727-1967 |
| Magnesium oxide | Max 8% | IS 1727-1967 |
flowchart TD
A[Weigh Sample] --> B[Dry at 105-110°C]
B --> C[Weigh Dried Sample]
C --> D[Calculate Moisture Content: (Loss / Original) x 100]
D --> E{Moisture ≤ 5%?}
E -->|Yes| F[Sample Acceptable]
E -->|No| G[Sample Rejected]
This ensures quality control per IS 4098.
Sampling Procedure (Clause 4.1 & Appendix B):
Criteria for Conformity (Clause 5.1):
| Test Parameter | Requirement | Conformity Condition |
|---|---|---|
| Physical & Chemical Tests | As per Clauses 5 & 6 | Must meet all specified limits |
| Moisture Content | As per Appendix A (free moisture) | Within specified limits |
flowchart TD
A[Sample Collection] --> B[Perform Tests (Clause 5 & 6)]
B --> C{Test Results}
C -->|Pass All| D[Conforming]
C -->|Fail Any| E[Non-Conforming]
For exact sample sizes and detailed procedures, refer to Appendix B of IS 4098.
Frequently Asked
Types of Lime-Pozzolana Mixtures as per IS 4098:1983
IS 4098 specifies three types of lime-pozzolana mixtures based on their intended use in masonry mortars and foundation concrete:
| Type | Use |
|---|---|
| LP 7 | Masonry mortars up to Grade MM 0.5 and foundation concrete |
| LP 20 | Masonry mortars up to Grade MM 2 and foundation concrete |
| LP 40 | Masonry mortars up to Grade MM 5 |
Refer to IS 2250:1981 for mortar grades (MM 0.5, MM 2, MM 5).
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This classification ensures appropriate strength and durability for different masonry and concrete applications.
According to IS 4098, the permitted materials for manufacturing lime-pozzolana mixtures are:
The mixture can be produced by:
Additionally, Type IV mineral gypsum (IS: 1290-1973) may be added up to 5% to reduce setting time and improve early strength.
Key chemical limits for the mixture:
| Characteristic | Limit |
|---|---|
| Free moisture | ≤ 5% |
| Free lime | ≥ 22% |
| Carbon dioxide | ≤ 5% |
| Sulphate content | ≤ 3% |
| Magnesium oxide | ≤ 8% |
Note: Pozzolana must have a lime reactivity value ≥ 4 N/mm² (IS: 1727-1967).
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This ensures compliance with IS 4098 for construction use.
Sampling and Testing of Lime-Pozzolana Mixtures (IS 4098)
| Characteristic | Requirement | Test Reference |
|---|---|---|
| Free moisture content | Max 5% | Appendix A |
| Free lime | Min 22% | IS: 1514-1959 |
| Carbon dioxide content | Max 5% | IS: 6932 (Part II)-1973 |
| Sulphate content | Max 3% | IS: 1727-1967 |
| Magnesium oxide content | Max 8% | IS: 1727-1967 |
| Property | Requirement (e.g., LP40) | Test Reference |
|---|---|---|
| Fineness (retained on 150 micron sieve) | Max 15% | IS: 4031-1908 |
| Initial setting time | Min 2 hours | IS: 4031 |
| Final setting time | Max 24 hours | IS: 4031 |
| Compressive strength (7 days) | Min 2 N/mm² | IS: 4031-1968 |
| Compressive strength (28 days) | Min 4 N/mm² | IS: 4031-1968 |
| Water retention | Min 65% flow retention | IS: 4031 |
| Soundness (autoclave expansion) | Max 1% | IS: 4031 |
Chemical Requirements for Lime-Pozzolana Mixtures (IS 4098: Clause 5.1, Table 1):
| Characteristic | Requirement | Test Method Reference |
|---|---|---|
| Free moisture content | Max 5% | Appendix A |
| Free lime | Min 22% | IS:1514-1959 |
| Carbon dioxide | Max 5% | IS:6932 (Part II)-1973 |
| Sulphate content | Max 3% | IS:1727-1967 |
| Magnesium oxide | Max 8% | IS:1727-1967 |
Physical Requirements (Clause 6.1, Table 2) for Types LP40, LP20, LP7:
| Characteristic | LP40 | LP20 | LP7 | Test Method |
|---|---|---|---|---|
| Fineness (% retained on 150 μm sieve) | Max 15% | Max 15% | Not specified | IS:4031-1908 |
| Initial setting time (hours) | Min 2 | Min 2 | Min 2 | IS:4031-1908 |
| Final setting time (hours) | Max 24 | Max 36 | Max 48 | IS:4031-1908 |
| Compressive strength (N/mm²) at 7 days | Min 2 | Min 1 | Min 0.3 | IS:4031-1968 |
| Compressive strength (N/mm²) at 28 days | Min 4 | Min 2 | Min 0.7 | IS:4031-1968 |
| Water retention (%) | Min 65 | Min 65 | Min 65 | IS:4031-1968 |
| Soundness (autoclave expansion %) | Max 1 | Max 1 | Max 1 | IS:4031-1968 |
According to IS 4098 Clause 7.1, lime-pozzolana mixtures should be stored as follows:
Additional points from Clause 8.1:
| Storage Requirement | Details |
|---|---|
| Building | Weather-tight, dry, well-ventilated |
| Protection | Prevent dampness and moisture |
| Accessibility | Easy inspection and identification |
| Packaging | Marked bags in good condition |
Proper storage ensures the lime-pozzolana mixture retains its quality and reactivity for construction use.
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