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lime-pozzolana mixture

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.

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1983Edition
Building Limes and Gypsum ProductsCategory
Alternative search terms: IS 4098 PDF, IS 4098 pdf free download, IS 4098 free download pdf, IS4098 PDF, IS-4098 PDF, IS 4098 1983 PDF, IS 4098:1983 PDF, IS 4098-1983 PDF, IS 4098 (1983) PDF, IS 4098 1983 edition PDF, IS 4098 edition 1983 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Construction Contractors
  • Materials Testing Laboratories
  • Manufacturers of Building Materials
  • Quality Control Engineers
  • Structural Engineers
  • Architects

Key Topics Covered

Definition and scope of lime-pozzolana mixture
Types of lime-pozzolana mixtures (LP 7, LP 20, LP 40)
Manufacturing methods including intergrinding and blending
Chemical composition and reactivity requirements
Physical properties and moisture content determination
Sampling procedures for quality control
Storage and handling guidelines
Testing methods for strength and soundness
Use of mineral gypsum for setting time control
Marking and packaging requirements
Conformity criteria and certification
Application in masonry mortars and foundation concrete

Table of Contents

1Scope

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:

    • As per Clause 5.1 (Table B.5), any sample failing to meet the standard requirements is deemed non-conforming.
  • Reference Standards:

    • IS 6508-1972
    • IS 4305-1972
    • IS 4031 (Part 7): 1988 (replacing IS 4031:1968 for testing methods)

Key Points:

AspectDetails
Applicable ProductsDefined in IS 6508-1972, IS 4305-1972
Testing StandardsIS 4031 (Part 7): 1988
ConformitySamples must comply with all criteria in Table B.5

Summary Diagram - Scope & Conformity Flow

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.

2Definitions

IS 4098: Definitions - Key Points & References

  • Clause 2.0: Definitions in IS 4098 supplement those in:

    • IS 6508-1972: Definitions related to concrete admixtures.
    • IS 4305-1972: Definitions for chemical admixtures.
  • 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:

    • Any sample failing the specified requirements is non-conforming.

Important Notes:

  • IS 4098 primarily defines terms related to chemical admixtures for concrete.
  • Testing and conformity criteria refer to IS 4031 (Part 7):1988 for chemical analysis.
  • For detailed definitions, refer to IS 6508 and IS 4305 as foundational documents.

Summary Table: Reference Standards for Definitions & Testing

AspectReference StandardNotes
Admixture DefinitionsIS 6508-1972Base definitions
Chemical AdmixturesIS 4305-1972Additional definitions
Testing ProceduresIS 4031 (Part 7):1988Chemical tests for conformity
Conformity CriteriaIS 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.

3Materials and Manufacture

IS 4098 - Materials and Manufacture: Key Specifications

1. Chemical Requirements (Table 1, Clause 5.1)

CharacteristicRequirementTest Method
Free moisture contentMax 5%Appendix A
Free limeMin 22%IS 1514-1959*
Carbon dioxideMax 5%IS 6932 (Part II)-1973+
Sulphate contentMax 3%IS 1727-1967₫
Magnesium oxideMax 8%IS 1727-1967

2. Physical Requirements (Table 2, Clause 6.1)

CharacteristicLP40LP20LP7Test Method
Fineness (% retained on 150μ)≤15≤15-IS 4031-1908*
Setting time (hours)
- Initial (min)222
- Final (max)243648
Compressive strength (N/mm²)IS 4031 (Part 7):1988
- At 7 days (min)210.3
- At 28 days (min)420.7
Water retention (%)≥65≥65≥65
Soundness (autoclave expansion)≤1%≤1%≤1%

Notes:

  • Lime-pozzolana mixtures must conform strictly to these chemical and physical criteria for conformity.
  • Mortar cubes for compressive strength are 50 mm, mixed 1 part lime-pozzolana to 3 parts standard sand by weight.
  • Refer to IS 4031 (Part 7):1988 for updated compressive strength test methods.
4Types of Lime-Pozzolana Mixture

IS 4098: Types & Specifications of Lime-Pozzolana Mixture

Types of Lime-Pozzolana Mixtures (Clause 4.1)

TypeUse
LP 7Masonry mortars up to Grade MM 0.5, foundation concrete
LP 20Masonry mortars up to Grade MM 2, foundation concrete
LP 40Masonry mortars up to Grade MM 5

Chemical Requirements (Table 1, Clause 5.1)

CharacteristicRequirement
Free moisture content≤ 5%
Free lime≥ 22%
Carbon dioxide≤ 5%
Sulphate content≤ 3%
Magnesium oxide≤ 8%

Physical Requirements (Table 2, Clause 6.1)

PropertyLP 40LP 20LP 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)210.3
- 28 days (min)420.7
Water retention (%)≥ 65≥ 65≥ 65
Soundness (autoclave expansion %)≤ 1≤ 1≤ 1

Notes:

  • Lime-pozzolana mixture is made by intergrinding Class C hydrated lime and pozzolana (burnt clay or fly ash).
  • Up to 5% Type IV gypsum may be added to improve setting and strength.
  • Pozzolana reactivity (IS 1727) must be ≥ 4 N/mm
5Chemical Requirements

IS 4098: Chemical Requirements for Lime-Pozzolana Mixtures

Key Chemical Requirements (Table 1, Clause 5.1)

CharacteristicRequirementTest Method Reference
Free moisture contentMax 5%Appendix A
Free limeMin 22%IS 1514-1959*
Carbon dioxideMax 5%IS 6932 (Part II) - 1973+
Sulphate contentMax 3%IS 1727-1967
Magnesium oxideMax 8%IS 1727-1967

Notes:

  • Free lime ensures hydraulic activity.
  • Carbon dioxide content affects setting behavior.
  • Limits on sulphate and magnesium oxide prevent durability issues.

Types of Lime-Pozzolana Mixtures (Clause 4.1)

TypeUse
LP 7Masonry mortar up to Grade MM 0.5, foundation concrete
LP 20Masonry mortar up to Grade MM 2, foundation concrete
LP 40Masonry mortar up to Grade MM 5

References:

  • IS 1514: Methods for quick lime and hydrated lime.
  • IS 6932 (Part II): CO2 determination.
  • IS 1727: Chemical analysis of building lime.
  • Appendix A: Moisture content test method.

This chemical specification ensures lime-pozzolana mixtures have controlled hydration, durability, and performance suitable for masonry and concrete applications.

6Physical Requirements

IS 4098 - Physical Requirements for Lime-Pozzolana Mixtures (Clause 6.1, Table 2)

CharacteristicLP40LP20LP7Test Method Reference
Fineness (% retained on 150-micron sieve)≤ 15%≤ 15%-IS: 4031 (Part 7):1988
Setting Time (hours)
- Initial (Min)222"
- Final (Max)243648"
Compressive Strength (N/mm²) on 50 mm mortar cubes (1 lime-pozzolana : 3 sand)
- At 7 days (Min)210.3IS: 4031 (Part 7):1988
- At 28 days (Min)420.7"
Water Retention (% of original flow after suction, Min)656565"
Soundness (Autoclave expansion, %, Max)111"

Notes:

  • Mortar cubes are prepared with 1 part lime-pozzolana mixture and 3 parts standard sand by weight.
  • Fineness controls particle size for reactivity.
  • Setting time ensures workability.
  • Compressive strength values indicate durability.
  • Water retention affects adhesion and curing.
  • Soundness limits expansion to prevent cracking.
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 -->
7Storage and Handling

IS 4098: Storage and Handling of Lime-Pozzolana Mixture

Key Specifications & Procedures

  • Sampling from Conveyor or Bulk Storage (Clause 3.1.2.1 & B-3.1.2.1):

    • Take ≥ 2.5 kg sample per 15 bags or 50 tonnes passing conveyor.
    • Use scoops or automatic samplers at regular intervals.
  • Sampling from Bulk Storage by Tubes (Clause 3.1.2.2 & B-3.1.2.2):

    • For mixture depth ≤ 3 m, insert vertical tubes to full depth.
    • Samples must be from well-distributed points over storage area.
  • Sample Preparation (Clause 3.1.2 & B-3.1.2):

    • Mix small increments rapidly in a draft-free place.
    • Store in airtight containers of 7 kg capacity.
    • For disputes, fill two containers: one for lab, one as reference.
  • Storage Conditions (Clause 7.1):

    • Store in weather-tight buildings.
    • Ensure easy access for inspection and identification.
    • Protect from dampness to minimize deterioration.

Summary Table for Sampling

Sampling MethodSample SizeFrequencyNotes
Conveyor / Discharge Opening≥ 2.5 kgPer 15 bags or 50 tonnesScoops or automatic samplers
Bulk Storage by Sampling TubesVariableDepth ≤ 3 m, multiple pointsTubes 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.

8Marking and Packaging

IS 4098 - Marking and Packaging (Clauses 8.1.1 & 8.2)

  • Marking Requirements:

    • Bags/packages may bear the ISI Certification Mark, indicating compliance with IS 4098 under ISI supervision.
    • Marking assures quality control, inspection, and continuous conformity checks by ISI.
    • Similar marking info must be provided in delivery advice during bulk supply (Clause 8.1.1).
  • Packaging:

    • Packaging should protect the material during transit and storage.
    • No explicit packaging dimensions/formulas in IS 4098; follow general good practice ensuring safe handling.
  • Quality Assurance:

    • Any sample failing requirements is non-conforming (Clause 5.1 Table B-5.1).

Summary Table for Marking

Marking ElementDescription
ISI Certification MarkOptional but recommended for quality assurance
Product IdentificationAs per IS 4098 requirements
Delivery Advice InfoMust include similar marking info for bulk

Important Note:

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.

9Sampling

IS 4098: Sampling Key Points

Sample Size (Clause B-2.1)

  • Minimum weight per sample: 2 kg
  • Individual test samples (for all tests): ≥ 5 kg

Sampling Procedure (Clause B-3.1.2)

  • From large quantities:
    • Use methods in B-3.1.2.1 & B-3.1.2.2
    • Collect small increments rapidly mixed in a draft-free place
    • Store in airtight containers of 7 kg capacity
    • For disputes, fill at least two containers:
      • One for approved lab
      • One as supplier's reference

Sampling from Conveyor or Bulk Storage (Clause B-3.1.2.1)

  • Take ≥ 2.5 kg sample from:
    • every 15 bags, or
    • every 50 tonnes (or parts thereof) passing over conveyor or discharge openings
  • Use scoops or automatic samplers at regular intervals

Summary Table

ParameterValue
Minimum sample weight (general)2 kg
Test sample weight (all tests)5 kg
Airtight container capacity7 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.

10Testing Methods

IS 4098: Testing Methods - Key Specifications & Tables

Sampling & Conformity

  • Clause 9.1 & Appendix B: Sampling procedure and conformity criteria are specified.
  • Clause 5.1 (Table B.5): Any sample failing test requirements is non-conforming.

Physical Requirements (Clause 6.1, Table 2)

PropertyLP40LP20LP7Test Method
Fineness (% retained on 150μ IS sieve)≤15≤15-IS: 4031 (Part 1): 1988
Setting Time (hours)
- Initial (min)≥2≥2≥2IS: 4031 (Part 7): 1988
- Final (max)243648IS: 4031 (Part 7): 1988
Compressive Strength (N/mm²)
- At 7 days (min)210.3IS: 4031 (Part 7): 1988
- At 28 days (min)420.7IS: 4031 (Part 7): 1988
Water Retention (%)≥65≥65≥65IS: 4031 (Part 7): 1988
Soundness (Autoclave expansion %)≤1≤1≤1IS: 4031 (Part 7): 1988

Method for Free Moisture Content

  • Refer Appendix A, Table 1 (Item i).

Notes:

  • Mortar cubes: 50 mm size, lime-pozzolana : standard sand = 1:3 by weight.
  • Water retention test: flow after suction as % of original flow.
  • IS 4031 (Part 7): 1988 supersedes IS 4031:1968 for compressive strength tests.

11Criteria for Conformity

IS 4098: Criteria for Conformity - Key Points

Clause 5.1:

  • Any sample failing to meet any specified requirement is non-conforming.

Clause 4.1:

  • Samples must undergo all tests prescribed in Clauses 5 and 6.

Clause 9.1 & Appendix B:

  • Sampling procedure and conformity criteria are detailed in Appendix B (not fully provided here).

Summary Table (Based on Clause 5.1 and related references)

ParameterRequirementReference Clause
Sample TestingAll tests as per Clauses 5 & 64.1
Conformity CriteriaPass all tests5.1
Sampling & Conformity ProcedureAs per Appendix B9.1

Notes:

  • For free moisture content, refer to Appendix A, Table 1.
  • For specific test methods, refer to IS 4031 (Part 7): 1988 for consistency in testing procedures.
  • Non-conformity means rejection or further action as per quality control protocols.

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.

Appendix AMethod of Test for Free Moisture Content

IS 4098: Method of Test for Free Moisture Content (Lime-Pozzolana Mixture)


Key Formula (Clause A-2.1)

[ \text{Free Moisture Content, %} = \frac{A}{B} \times 100 ]

  • A = Loss of mass after drying (g)
  • B = Original mass of sample taken (g)

Test Procedure (Appendix A)

  • Weigh a sample of lime-pozzolana mixture.
  • Dry in an oven at 105° to 110°C until constant mass is achieved.
  • Calculate moisture content using the formula above.

Chemical Requirements (Clause 5.1, Table 1)

CharacteristicRequirementReference Method
Free moisture contentMax 5%Appendix A (IS 4098)
Free limeMin 22%IS 1514-1959
Carbon dioxideMax 5%IS 6932 (Part II)-1973
Sulphate contentMax 3%IS 1727-1967
Magnesium oxideMax 8%IS 1727-1967

Summary

  • Dry sample at 105-110°C to constant weight.
  • Calculate moisture loss percentage.
  • Max free moisture allowed: 5% for lime-pozzolana mixture.

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.

Appendix BSampling Procedure and Conformity Criteria

IS 4098: Sampling Procedure & Conformity Criteria

Sampling Procedure (Clause 4.1 & Appendix B):

  • Samples shall be taken by purchaser or authorized representative.
  • Sample size and method as per Appendix B (details not fully provided here).
  • All tests prescribed in Clauses 5 and 6 must be performed on the sample(s).

Criteria for Conformity (Clause 5.1):

  • Any sample failing any test requirement is non-conforming.
  • The standard mandates strict compliance with all test parameters.

Summary Table: Conformity Criteria (Clause 5.1)

Test ParameterRequirementConformity Condition
Physical & Chemical TestsAs per Clauses 5 & 6Must meet all specified limits
Moisture ContentAs per Appendix A (free moisture)Within specified limits

Key Points:

  • Sampling must be representative and adequate in size.
  • Testing covers all relevant parameters (physical, chemical).
  • Failure in any test = rejection of the batch.

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.

Popular Questions About IS 4098

?What are the different types of lime-pozzolana mixtures specified in IS 4098?

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:

TypeUse
LP 7Masonry mortars up to Grade MM 0.5 and foundation concrete
LP 20Masonry mortars up to Grade MM 2 and foundation concrete
LP 40Masonry mortars up to Grade MM 5
  • Pozzolana can be burnt clay or fly ash.
  • Lime used is Class C hydrated lime (IS 712).
  • Mineral gypsum (Type IV) up to 5% may be added to improve setting time and early strength.
  • Pozzolana must have a lime reactivity value ≥ 4 N/mm² (IS 1727).

Refer to IS 2250:1981 for mortar grades (MM 0.5, MM 2, MM 5).

Loading diagram...

This classification ensures appropriate strength and durability for different masonry and concrete applications.

?What materials are permitted for manufacturing lime-pozzolana mixtures under this standard?

According to IS 4098, the permitted materials for manufacturing lime-pozzolana mixtures are:

  • Class C hydrated lime (as per IS: 712-1984)
  • Pozzolana, which can be:
    • Burnt clay pozzolana (IS: 1344-1981)
    • Fly ash (IS: 3812-1981)
    • Rice husk ash (also accepted as a pozzolanic material)

The mixture can be produced by:

  • Intergrinding lime and pozzolana in a ball or tube mill, or
  • Blending the powdered ingredients.

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:

CharacteristicLimit
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).

Loading diagram...

This ensures compliance with IS 4098 for construction use.

?How should lime-pozzolana mixtures be sampled and tested for quality control?

Sampling and Testing of Lime-Pozzolana Mixtures (IS 4098)

Sampling Procedure (Clause 3.1.1 / B-3.1.1)

  • Take samples from at least 12 different bags/packages if mixture is bagged.
  • If fewer than 12 bags, sample from each bag.
  • Mix equal proportions from each selected bag to form a composite sample.
  • Final sample weight: minimum 5 kg.
  • Store sample in an airtight container before sending to lab.

Quality Control Testing Requirements

CharacteristicRequirementTest Reference
Free moisture contentMax 5%Appendix A
Free limeMin 22%IS: 1514-1959
Carbon dioxide contentMax 5%IS: 6932 (Part II)-1973
Sulphate contentMax 3%IS: 1727-1967
Magnesium oxide contentMax 8%IS: 1727-1967

Physical Requirements (Table 2, Clause 6.1)

PropertyRequirement (e.g., LP40)Test Reference
Fineness (retained on 150 micron sieve)Max 15%IS: 4031-1908
Initial setting timeMin 2 hoursIS: 4031
Final setting timeMax 24 hoursIS: 4031
Compressive strength (7 days)Min 2 N/mm²IS: 4031-1968
Compressive strength (28 days)Min 4 N/mm²IS: 4031-1968
Water retentionMin 65% flow retentionIS: 4031
Soundness (autoclave expansion)Max 1%IS: 4031

Summary

  • Sample properly from multiple bags to get a representative 5 kg sample.
  • Test chemically for moisture, lime, CO₂, sulphates, MgO.
  • Test physically for fineness, setting time, strength
?What are the chemical and physical requirements for lime-pozzolana mixtures?

Chemical Requirements for Lime-Pozzolana Mixtures (IS 4098: Clause 5.1, Table 1):

CharacteristicRequirementTest Method Reference
Free moisture contentMax 5%Appendix A
Free limeMin 22%IS:1514-1959
Carbon dioxideMax 5%IS:6932 (Part II)-1973
Sulphate contentMax 3%IS:1727-1967
Magnesium oxideMax 8%IS:1727-1967

Physical Requirements (Clause 6.1, Table 2) for Types LP40, LP20, LP7:

CharacteristicLP40LP20LP7Test Method
Fineness (% retained on 150 μm sieve)Max 15%Max 15%Not specifiedIS:4031-1908
Initial setting time (hours)Min 2Min 2Min 2IS:4031-1908
Final setting time (hours)Max 24Max 36Max 48IS:4031-1908
Compressive strength (N/mm²) at 7 daysMin 2Min 1Min 0.3IS:4031-1968
Compressive strength (N/mm²) at 28 daysMin 4Min 2Min 0.7IS:4031-1968
Water retention (%)Min 65Min 65Min 65IS:4031-1968
Soundness (autoclave expansion %)Max 1Max 1Max 1IS:4031-1968

Notes:

  • Mixtures are prepared by intergrinding Class C hydrated lime and pozzolana (burnt clay or fly ash).
  • Up to 5% Type IV mineral
?How should lime-pozzolana mixtures be stored to prevent deterioration?

According to IS 4098 Clause 7.1, lime-pozzolana mixtures should be stored as follows:

  • Storage Location: In a suitable weather-tight building.
  • Purpose: To protect the mixture from dampness and minimize deterioration.
  • Accessibility: The storage must allow easy access for inspection and identification.

Additional points from Clause 8.1:

  • Store the mixture in bags (jute, multi-ply paper, HDPE, or cloth) clearly marked with the manufacturer's name and net mass.
  • Bags must be in good condition at delivery to avoid contamination or moisture ingress.

Summary:

Storage RequirementDetails
BuildingWeather-tight, dry, well-ventilated
ProtectionPrevent dampness and moisture
AccessibilityEasy inspection and identification
PackagingMarked bags in good condition

Proper storage ensures the lime-pozzolana mixture retains its quality and reactivity for construction use.

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