IS 123301988AI Search Enabled✦ AI Generated

Sulphate-resisting Portland – Specification

IS 12330:1988 specifies the requirements for sulphate-resisting Portland cement, a specialized cement with limited tricalcium aluminate content designed to resist sulphate attack in concrete. This standard covers the manufacturing process, chemical and physical properties, testing methods, packaging, and marking requirements. It is essential for engineers and manufacturers involved in producing or using cement for structures exposed to sulphate-rich environments, ensuring durability and compliance with Indian regulatory norms.

12Sections
78Clauses Indexed
AI Search Ready
1988Edition
Cement Concrete Aggregates and RCCCategory
Alternative search terms: IS 12330 PDF, IS 12330 pdf free download, IS 12330 free download pdf, IS12330 PDF, IS-12330 PDF, IS 12330 1988 PDF, IS 12330:1988 PDF, IS 12330-1988 PDF, IS 12330 (1988) PDF, IS 12330 1988 edition PDF, IS 12330 edition 1988 PDF

What This Standard Covers

IS 12330:1988 specifies the requirements for sulphate-resisting Portland cement, a specialized cement with limited tricalcium aluminate content designed to resist sulphate attack in concrete. This standard covers the manufacturing process, chemical and physical properties, testing methods, packaging, and marking requirements. It is essential for engineers and manufacturers involved in producing or using cement for structures exposed to sulphate-rich environments, ensuring durability and compliance with Indian regulatory norms.

Who Uses This Standard

  • Civil Engineers
  • Structural Engineers
  • Concrete Technologists
  • Cement Manufacturers
  • Quality Control Inspectors
  • Construction Project Managers
  • Materials Testing Laboratories

Key Topics Covered

Manufacture of sulphate-resisting Portland cement
Chemical composition limits
Physical properties and setting times
Sulphate expansion testing
Compressive and transverse strength requirements
Sampling and testing procedures
Packaging and marking of cement bags
Storage and handling guidelines
Manufacturer's certification requirements
Tolerance limits for cement bag mass
Export packaging conditions
Quality control and rejection criteria

Table of Contents

1Scope

IS 12330: Scope - Key Specifications for Sulphate Resisting Portland Cement

Chemical Requirements (Clause 4.1, Table 1)

CharacteristicRequirement
Lime Ratio ( \frac{\text{CaO}}{0.7 \text{SO}_3 + 2.8 \text{SiO}_2 + 1.2 \text{Al}_2\text{O}_3 + 0.65 \text{Fe}_2\text{O}_3} )0.66 to 1.02
Insoluble Residue (% by mass)≤ 2.5
Magnesia (MgO) (% by mass)≤ 6
Tricalcium Aluminate (C₃A) (% by mass)≤ 5
Tetracalcium Alumino Ferrite + 2 × C₃A (C₄AF + 2C₃A) (% by mass)≤ 25
Loss on Ignition (% by mass)≤ 5

Note: C₃A and C₄AF are calculated using mineralogical formulas (see IS 12330 for details).


Sampling for Bag Mass (Clause 8.2, Appendix A)

Batch Size (bags)Sample Size (bags)
100 - 15020
151 - 28032
281 - 50050
501 - 1,20080
1,201 - 3,200125
> 3,200200
  • Bags are randomly selected per IS 4905-1968.

Summary

  • Lime ratio controls cement stability.
  • Limits on MgO, C₃A, and C₄AF ensure sulfate resistance.
  • Sampling ensures quality control on packaging.
flowchart LR
    A[Raw Materials] --> B[Lime Ratio Calculation]
    B --> C[Chemical Limits Check]
    C --> D{Pass?}
    D -->|Yes| E[Approved Cement]
    D -->|No| F[Rejected Cement]
    E
2Definitions

IS 12330 Definitions & Key Specifications Summary

  • Definitions: As per Clause 2.1, all definitions follow IS 4845-1968 (Portland Cement terminology).

Key Chemical Requirements for Sulphate Resisting Portland Cement (Clause 4.1)

CharacteristicRequirement
Lime Ratio (CaO - 0.7 SO₃) / (2.8 SiO₂ + 1.2 Al₂O₃ + 0.65 Fe₂O₃)0.66 to 1.02
Insoluble Residue (% by mass)Not more than specified (value missing in context)
Magnesia (MgO) (% by mass)≤ 6%
Tricalcium Aluminate (C₃A) (% by mass)≤ 5%
Tetracalcium Aluminoferrite + 2 × C₃A (C₄AF + 2C₃A) (% by mass)≤ 25%
Total Loss on Ignition (% by mass)≤ 5%

Important Formula:

[ \text{Lime Ratio} = \frac{\text{CaO} - 0.7 \times \text{SO}_3}{2.8 \times \text{SiO}_2 + 1.2 \times \text{Al}_2\text{O}_3 + 0.65 \times \text{Fe}_2\text{O}_3} ]


This ensures cement's sulfate resistance by limiting reactive phases and controlling chemical composition per IS 12330. For exact definitions, refer to IS 4845-1968.

3Manufacture

IS 12330 - Manufacture of Sulphate Resisting Portland Cement (SRPC): Key Specifications & Formulas

Chemical Requirements (Clause 4.1, Table 1)

CharacteristicRequirement
Lime Ratio (CaO / (0.7 SO₃ + 2.8 SiO₂ + 1.2 Al₂O₃ + 0.65 Fe₂O₃))0.66 ≤ Ratio ≤ 1.02
Insoluble Residue≤ 2.5% by mass
Magnesia (MgO)≤ 6% by mass
Tricalcium Aluminate (C₃A)≤ 5% by mass
Tetracalcium Alumino Ferrite + 2 × Tricalcium Aluminate (C₄AF + 2C₃A)≤ 25% by mass
Loss on Ignition≤ 5% by mass

Notes:

  • C₃A and C₄AF content calculation:
    [ \text{C}_3\text{A} = \text{formula based on oxide composition (see Note 1)} ] [ \text{C}_4\text{AF} = \text{similarly calculated} ]

  • Standard consistency water content (P%) (Clause 10.3):
    Percentage of water required to produce standard paste consistency, important for mix design.


Summary:

  • Maintain lime ratio between 0.66 and 1.02 for chemical stability.
  • Limit C₃A to reduce sulfate attack vulnerability.
  • Control MgO and loss on ignition for durability.
  • Use standard water content P% for proper paste consistency.
flowchart LR
    A[Raw Materials] --> B[Chemical Composition Analysis]
    B --> C{Check Lime Ratio}
    C -->|0.66 ≤ Ratio ≤ 1.02| D[Pass]
    C -->|Outside Range| E[Adjust Mix]
    D --> F[Check C₃A, C₄AF, MgO, Loss on Ignition]
    F --> G{Within Limits?}
    G -->|Yes| H[Manufact
4Chemical Requirements

IS 12330: Chemical Requirements for Sulphate Resisting Portland Cement (Clause 4.1)

CharacteristicRequirement
Lime Ratio (CaO / (0.7 SO₃ + 2.8 SiO₂ + 1.2 Al₂O₃ + 0.65 Fe₂O₃))0.66 ≤ Ratio ≤ 1.02
Insoluble Residue (% by mass)≤ 2.5%
Magnesia (MgO) (% by mass)≤ 6%
Tricalcium Aluminate (C₃A) (% by mass)≤ 5%
Tetracalcium Alumino Ferrite + 2 × Tricalcium Aluminate (C₄AF + 2C₃A) (% by mass)≤ 25%
Total Loss on Ignition (% by mass)≤ 5%

Notes:

  • Chemical composition must be tested as per IS 4032-1985.
  • Tricalcium aluminate (C₃A) and tetracalcium alumino ferrite (C₄AF) contents are calculated using specific formulas (refer IS 12330 Note 1).

Lime Ratio Formula:

[ \text{Lime Ratio} = \frac{\text{CaO}}{0.7 \times \text{SO}_3 + 2.8 \times \text{SiO}_2 + 1.2 \times \text{Al}_2\text{O}_3 + 0.65 \times \text{Fe}_2\text{O}_3} ]


This ensures the cement’s resistance to sulfate attack by controlling reactive phases.

5Physical Requirements

IS 12330: Physical Requirements for Sulphate Resisting Portland Cement

Key Chemical Requirements (Clause 4.1, Table 1)

CharacteristicRequirement
Lime ratio (L = \frac{CaO}{0.7 SO_3 + 2.8 SiO_2 + 1.2 Al_2O_3 + 0.65 Fe_2O_3})0.66 ≤ L ≤ 1.02
Insoluble residue (% by mass)Not more than (value missing in context)
Magnesia (MgO, % by mass)≤ 6%
Tricalcium aluminate (C_3A) (% by mass)≤ 5%
(C_4AF + 2 \times C_3A) (% by mass)≤ 25%
Total loss on ignition (% by mass)≤ 5%

Physical Testing Conditions (Clause 10.2)

  • Testing temperature: 27 ± 2°C
  • Actual temperature must be recorded during tests.

Notes:

  • Lime ratio formula ensures balanced cement chemistry for sulfate resistance.
  • Limits on (C_3A) reduce sulfate attack susceptibility.
  • Testing temperature controls consistency in physical property evaluation.
flowchart LR
    A[Chemical Composition] --> B[Lime Ratio: 0.66 to 1.02]
    A --> C[MgO ≤ 6%]
    A --> D[C3A ≤ 5%]
    A --> E[C4AF + 2*C3A ≤ 25%]
    A --> F[Loss on Ignition ≤ 5%]
    G[Physical Tests] --> H[Temperature: 27 ± 2°C]
    H --> I[Record Actual Temperature]
6Storage

IS 12330 primarily specifies chemical and physical requirements for Sulphate Resisting Portland Cement (SRPC), not detailed storage guidelines. However, for storage of cement, general best practices from IS codes and engineering knowledge include:

Key Storage Specifications for Cement:

  • Storage Environment: Dry, moisture-free, well-ventilated area to prevent cement hydration.
  • Stacking Height: Maximum 10 bags high to avoid compaction and moisture ingress.
  • Storage Duration: Use cement within 3 months of manufacture to maintain quality.
  • Packaging: Store in original bags; if bulk, use silos with moisture control.
  • Flooring: Cement bags should be stored on a raised platform (minimum 15 cm) and away from walls (minimum 30 cm gap).

Chemical Limits from IS 12330 (Table 1 for SRPC):

CharacteristicLimit
Lime ratio (CaO / (0.7 SO3 + 2.8 SiO2 + 1.2 Al2O3 + 0.65 Fe2O3))0.66 to 1.02
Insoluble residueNot more than specified (value missing)
Magnesia (MgO)≤ 6%
Tricalcium aluminate (C3A)≤ 5%
Tetracalcium alumino ferrite + 2× C3A≤ 25%
Loss on ignition≤ 5%

Water Requirement for Standard Consistency:

  • P = % water required to form standard paste (Clause 10.3).
flowchart LR
    Cement_Storage -->|Dry & Ventilated| Environment
    Cement_Storage -->|Max 10 bags| Stacking
    Cement_Storage -->|Within 3 months| Usage
    Cement_Storage -->|Raised platform| Flooring

Summary: Store SRPC in dry, ventilated conditions, limit stacking height, and adhere to chemical limits for quality.

7Manufacturer's Certificate

IS 12330 - Manufacturer's Certificate & Key Specifications

Manufacturer's Certificate (Clause 7.1)

  • Must be issued within 10 days of cement dispatch.
  • Certifies that the cement conforms to all IS 12330 requirements.
  • Provided to purchaser or their representative.

Key Chemical Requirements (Clause 4.1, Table 1)

CharacteristicRequirement
Lime ratio (CaO / (0.7 SO3 + 2.8 SiO2 + 1.2 Al2O3 + 0.65 Fe2O3))0.66 to 1.02
Insoluble residue≤ 5% (typical max)
Magnesia (MgO)≤ 6%
Tricalcium aluminate (C3A)≤ 5%
Tetracalcium alumino ferrite + 2 × C3A (C4AF + 2C3A)≤ 25%
Loss on ignition≤ 5%

Storage (Clause 6.1)

  • Store in weather-tight building.
  • Allow easy inspection and identification.
  • Protect from dampness to minimize deterioration.

This ensures quality and traceability of sulphate-resisting Portland cement per IS 12330.

flowchart TD
    A[Manufacturer] --> B[Produce Cement]
    B --> C[Issue Certificate (within 10 days)]
    C --> D[Dispatch Cement]
    D --> E[Purchaser/Representative]
    E --> F[Verify Conformance to IS 12330]
8Packing and Marking

IS 12330 - Packing and Marking: Key Points

  • Clause 8.3 & 8.3.3 emphasize that packing material and bag/drum size for cement intended for export shall be mutually agreed between the manufacturer (supplier) and purchaser.
  • Standard packing (Clause 8.2) is overridden by purchaser requirements for export.
  • Typical packing options include:
    • Bags (usually jute or polypropylene)
    • Drums (metal or fiber)
  • Average net mass per bag/drum is agreed upon (common sizes: 25 kg, 50 kg, or as per contract).
  • No fixed formula or table is specified in IS 12330; it is a contractual specification.

Summary Table (Typical Packing Options)

Packing TypeMaterialTypical Net Mass (kg)Notes
BagsJute / Polypropylene25 or 50Standard sizes, export can vary
DrumsMetal / FiberAs agreedUsed for special export needs

Marking Requirements (General Practice)

  • Manufacturer’s name
  • Net weight
  • Batch number
  • Date of manufacture
  • ISI mark (if applicable)

flowchart LR
    A[Manufacturer] -->|Agree packing type & size| B[Purchaser]
    B --> C{Packing Material}
    C --> D[Bags]
    C --> E[Drums]
    D --> F[Net mass as agreed]
    E --> F

Note: For detailed packing specifications, refer to the purchase agreement or contract documents. IS 12330 defers packing details to mutual agreement rather than fixed standards.

9Sampling

IS 12330: Sampling - Key Points & Tables

Sampling Procedure (Clauses 9.2, 9.3)

  • Sampling must follow IS 3535-1986 for methods and procedures.
  • Manufacturer must provide facilities, labor, and materials for sampling and identification.
  • Samples should be taken randomly as per IS 4905-1968.
  • Tests on samples must be conducted promptly after sampling (Clause 10.4.2).

Sample Size for Cement Bags (Clause 8.2, Appendix A)

Batch Size (No. of Bags)Sample Size (No. of Bags)
100 to 15020
151 to 28032
281 to 50050
501 to 1,20080
1,201 to 3,200125
3,201 and above200
  • Average net mass of cement in sampled bags must be ≥ 50 kg.
  • Sampling must ensure representativeness for quality control.

Summary Diagram of Sampling Process

flowchart TD
    A[Start: Cement Batch] --> B[Determine Batch Size]
    B --> C{Batch Size Range}
    C -->|100-150| D[Sample 20 Bags]
    C -->|151-280| E[Sample 32 Bags]
    C -->|281-500| F[Sample 50 Bags]
    C -->|501-1200| G[Sample 80 Bags]
    C -->|1201-3200| H[Sample 125 Bags]
    C -->|3201+| I[Sample 200 Bags]
    D --> J[Random Sampling per IS 4905]
    E --> J
    F --> J
    G --> J
    H --> J
    I --> J
    J --> K[Pack & Identify Samples]
    K --> L[Test Samples ASAP]
    L --> M[Quality Assessment]

This ensures statistically valid sampling for cement quality control as per IS 12330.

10Testing

IS 12330: Testing Key Points

1. Temperature for Testing (Clause 10.2)

  • Testing temperature: 27 ± 2°C
  • Actual temperature must be recorded during tests.

2. Independent Testing (Clause 10.4)

  • Testing should be done independently to ensure unbiased results.

3. Chemical Requirements for Sulphate Resisting Portland Cement (Clause 4.1, Table 1)

CharacteristicRequirement
Lime ratio (CaO - 0.7 SO₃) / (2.8 SO₃ + 1.2 Al₂O₃ + 0.65 Fe₂O₃)0.66 to 1.02
Insoluble residue (% by mass)Not more than specified (value missing)
Magnesia (% by mass)≤ 6
Tricalcium aluminate (C₃A) (% by mass)≤ 5
Tetracalcium alumino ferrite + 2 × Tricalcium aluminate (C₄AF + 2C₃A) (% by mass)≤ 25
Total loss on ignition (% by mass)≤ 5

Summary:

  • Maintain testing temperature at 27 ± 2°C.
  • Record actual temperature during tests.
  • Use independent labs for testing.
  • Ensure chemical limits as per Table 1 for sulphate resisting cement.
flowchart LR
    A[Sample Preparation] --> B[Testing at 27±2°C]
    B --> C[Record Temperature]
    C --> D[Chemical Analysis]
    D --> E[Check Against Limits]
    E --> F{Pass/Fail}

This ensures reliable and standardized testing as per IS 12330.

11Rejection

IS 12330 - Rejection Criteria for Cement Packaging

Key Points from Clause 8.2 and Appendix A:

  • Sample Size Based on Batch Size:
Batch Size (bags)Sample Size (bags)
100 to 15020
151 to 28032
281 to 50050
501 to 1,20080
1,201 to 3,200125
3,201 and above200
  • Average Net Mass Requirement:
    The average net mass of cement in the sample must be ≥ 50 kg.

  • Tolerance for Wagon/Truck Load (20–25 tonnes):
    Overall tolerance on net mass = 0 to +0.5%.

  • Bag Mass Reference (approximate):

Bag TypeMass (g)
Jute (IS 2580-1982)531
Double Hessian Bituminized (CRI)630
6-ply Paper400
Polyethylene Lined Jute (CRI)480

Rejection Clause (11.1):

  • Cement shall be rejected if it does not comply with any specified requirement (mass, chemical, physical).

Summary Diagram:

flowchart TD
    A[Batch Size] --> B[Select Sample Size]
    B --> C{Average Net Mass ≥ 50 kg?}
    C -- Yes --> D{Tolerance within 0 to +0.5%?}
    C -- No --> E[Reject Cement]
    D -- Yes --> F[Accept Cement]
    D -- No --> E

Use these tables and criteria to verify cement packaging and decide acceptance or rejection per IS 12330.

Appendix ATolerance Requirements for Mass of Cement Packed in Bags

Tolerance Requirements for Mass of Cement Packed in Bags (IS 12330)

  • Average Net Mass:
    The average net mass per bag must be ≥ 50 kg.

  • Sample Size by Batch Size (Appendix A):

Batch Size (bags)Sample Size (bags)
100 to 15020
151 to 28032
281 to 50050
501 to 1,20080
1,201 to 3,200125
3,201 and above200
  • Sampling:
    Bags should be selected randomly as per IS 4905-1968.

  • Tolerance Compliance:
    Tolerance on mass follows the Standards of Weights and Measures (Packaged Commodities) Rules, 1977 and any amendments.

  • Rounding Off:
    Test results should be rounded per IS 2-1960 rules, matching the significant figures of specified values.


Summary Diagram

flowchart TD
    A[Batch Size] --> B[Determine Sample Size]
    B --> C{Sample Size Table}
    C -->|100-150| D[20 Bags]
    C -->|151-280| E[32 Bags]
    C -->|281-500| F[50 Bags]
    C -->|501-1200| G[80 Bags]
    C -->|1201-3200| H[125 Bags]
    C -->|3201+| I[200 Bags]
    I --> J[Random Sampling per IS 4905]
    J --> K[Check Average Mass ≥ 50 kg]
    K --> L[Apply Tolerance per Weights & Measures Rules]

This ensures quality control and compliance with packaging standards for cement bags.

Popular Questions About IS 12330

?What are the chemical composition limits for sulphate-resisting Portland cement under IS 12330?

Chemical Composition Limits for Sulphate Resisting Portland Cement (IS 12330:1988, Clause 4.1)

CharacteristicLimit
Ratio (CaO / (0.7 SO₃ + 2.8 SiO₂ + 1.2 Al₂O₃ + 0.65 Fe₂O₃))0.66 to 1.02
Insoluble residue (% by mass)Not more than 2.5%
Magnesia (MgO, % by mass)Not more than 6%
Tricalcium aluminate (C₃A, % by mass)Not more than 5%
Tetracalcium alumino ferrite + 2 × Tricalcium aluminate (C₄AF + 2C₃A, % by mass)Not more than 25%
Total loss on ignition (% by mass)Not more than 5%

Notes:

  • Low C₃A content is critical for sulphate resistance.
  • The ratio ensures balanced lime and silica/alumina/iron oxides for durability.
  • Limits ensure chemical stability and resistance to sulphate attack.
Loading diagram...

This ensures sulphate resisting Portland cement is chemically suitable for environments exposed to sulphates.

?How is sulphate expansion tested according to this standard?

Sulphate Expansion Test as per IS 12330

  • Sample Preparation:

    • Mix sulphate-resisting Portland cement and natural gypsum so total SO₃ = 7% by mass.
    • Gypsum fineness:
      • 100% passes 150 µm sieve
      • ≥94% passes 75 µm sieve
      • ≥90% passes 45 µm sieve
    • Mortar mix ratio: (cement + gypsum) : sand = 1 : 2.75
    • Water : (cement + gypsum) = 0.485
    • Sand conforms to IS 650-1966.
  • Specimen Dimensions:

    • Mortar bars: 25 mm x 25 mm x 250 mm
  • Curing and Testing:

    • After demoulding, store bars horizontally in water.
    • Measure average expansion of 3 specimens after 14 days.
  • Acceptance Criteria:

    • Expansion ≤ 0.045% at 14 days.

This test is optional and done by mutual agreement between purchaser and manufacturer.

Loading diagram...
?What are the physical strength requirements for this cement?

Physical Strength Requirements for Sulphate Resisting Portland Cement (IS 12330)

According to Clause 5.5 of IS 12330, the compressive strength of mortar cubes (cement:sand = 1:3 by mass, water = P/4 + 3%) tested as per IS 4031 (Part 6) must be:

Age of TestMinimum Compressive Strength (MPa)
72 ± 1 hours10
168 ± 2 hours16
672 ± 4 hours33

Additional Clause 5.7:
Sulphate resisting Portland cement must show a progressive increase in strength beyond the 72-hour strength.


Summary:

  • Test mortar cubes with standard sand (IS 650).
  • Strength at 3 days (72h) ≥ 10 MPa.
  • Strength at 7 days (168h) ≥ 16 MPa.
  • Strength at 28 days (672h) ≥ 33 MPa.
  • Strength should progressively increase after 72 hours.

This ensures durability and resistance in sulphate-rich environments.

Loading diagram...

This progression confirms cement quality per IS 12330.

?What packaging and marking requirements must be met for export?

IS 12330 Packaging & Marking Requirements for Export:

  • Marking on Bags/Drums:

    • Must have the words "FOR EXPORT" clearly printed in indelible ink.
    • The average net mass of cement per bag/drum must be marked clearly.
  • Standard Mark:

    • Bags/packages may also bear the BIS Standard Mark.
    • Use of the Standard Mark requires a license and indicates compliance with IS standards under BIS supervision.
  • Certification:

    • Prior permission from the certifying authority must be obtained for each export order.

Summary:

RequirementDetails
Marking"FOR EXPORT" + average net mass
Ink typeIndelible
Standard MarkOptional, subject to BIS license
CertificationPermission from certifying authority required

This ensures traceability, quality assurance, and regulatory compliance for exported cement.

?How should samples be taken and tested to ensure compliance?

To ensure compliance per IS 12330:

  • Sampling Timing: Samples must be taken before or immediately after delivery (Clause 10.4.1), or within 3 weeks of delivery (Clause 9.1.1).
  • Testing Timeline: Tests should start within 1 week of sampling (Clause 9.1.1) and be conducted as soon as possible after sampling (Clause 10.4.2).
  • Sampling Procedure: Follow the detailed sampling method in Clause 9, ensuring the sample is representative.
  • Testing Method: Conduct tests as per the relevant clauses specified in the standard (Clause 10.1).

Summary:

StepRequirement
Sampling timeBefore/immediately after delivery or within 3 weeks
Test commencementWithin 1 week of sampling
Sample typeRepresentative sample (Clause 9)
Test procedureAs per relevant IS 12330 clauses

This ensures reliable verification of cement quality per IS 12330.

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