IS 1489 Part 21991AI Search Enabled✦ AI Generated

Portland pozzolana cement (calcined clay-based) – Specification

IS 1489 Part 2:1991 specifies requirements for Portland-pozzolana cement manufactured using calcined clay pozzolana or a combination of calcined clay and fly ash. This standard covers the chemical, physical, and strength criteria, sampling, testing methods, packaging, and marking for this type of blended cement. It is essential for manufacturers, quality controllers, and engineers involved in producing or using calcined clay-based Portland-pozzolana cement in construction projects requiring durable and low-heat hydration cement.

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1991Edition
Cement Concrete Aggregates and RCCCategory
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What This Standard Covers

IS 1489 Part 2:1991 specifies requirements for Portland-pozzolana cement manufactured using calcined clay pozzolana or a combination of calcined clay and fly ash. This standard covers the chemical, physical, and strength criteria, sampling, testing methods, packaging, and marking for this type of blended cement. It is essential for manufacturers, quality controllers, and engineers involved in producing or using calcined clay-based Portland-pozzolana cement in construction projects requiring durable and low-heat hydration cement.

Who Uses This Standard

  • Cement Manufacturers
  • Quality Control Engineers
  • Civil Engineers
  • Construction Project Managers
  • Materials Testing Laboratories
  • Structural Engineers
  • Procurement Specialists in Construction

Key Topics Covered

Chemical composition requirements
Physical properties and strength criteria
Pozzolana material specifications
Sampling and testing procedures
Packaging and marking requirements
Storage and handling of cement
Compressive strength benchmarks
Setting time and soundness tests
Tolerance limits for bagged cement mass
Manufacturer’s certification and documentation
Independent testing protocols
Use of calcined clay and fly ash pozzolana
Heat of hydration and durability considerations
Rejection criteria for non-conforming cement
Export packing provisions

Table of Contents

1Scope

IS 1489 Part 2 — Scope: Key Points & Specifications

Scope Overview:

  • Covers technical requirements for Portland Pozzolana Cement (PPC).
  • Defines test methods, packaging, and quality control.
  • Permits purchaser options (Clauses 4.1.4, 4.2, 12.4.1).
  • Requires agreement between purchaser and manufacturer on some parameters (Clauses 10.2.1, 10.3).

Important Tables & Clauses:

ClauseDescription
4.2Permits purchaser options on certain requirements.
10.2 (Annex B)Tolerance on cement bag mass: Sample size depends on batch size.
Sample Size Table for Cement Bags:
Batch Size (No. of Bags)Sample Size (No. of Bags)
100 to 15020
151 to 28032
281 to 50050
501 to 120080
1201 to 3200125
Above 3200200
  • Average net mass per bag ≥ 50 kg.
  • Bags selected randomly per IS 4905:1968.

Additional Notes:

  • Rounding off test results per IS 2:1960.
  • Definitions per IS 4845:1968.
  • Standard sand for testing per IS 650:1991.
  • Water percentage (P) for standard consistency defined in Clause 12.3.

This scope ensures uniformity in cement quality, packaging, and testing for PPC under IS 1489 Part 2.

2References

IS 1489 Part 2 — Key References, Tables & Specifications Summary

1. Rounding Off (Clause 4.2):

  • Use IS 2:1960 for rounding off test results.
  • Retain the same number of significant digits as specified values.

2. Definitions (Clause 3.0):

  • Follow definitions in IS 4845:1968 for terms related to this standard.

3. Water Requirement (Clause 12.3):

  • P = % water for standard consistency paste (see Clause 12.3).
  • Use standard sand as per IS 650:1991 for testing.

4. Tolerance on Cement Bag Mass (Clause 10.2, Annex B):

  • Average net mass ≥ 50 kg per bag.
  • Sample sizes depend on batch size:
Batch Size (bags)Sample Size (bags)
100 to 15020
151 to 28032
281 to 50050
501 to 120080
1201 to 3200125
Above 3200200
  • Bags selected randomly per IS 4905:1968.

Additional Notes:

  • Technical committee details: Annex C.
  • BIS copyright rules apply; free use allowed for implementation details.
  • For detailed formulas & test procedures, refer to respective IS codes mentioned.
flowchart LR
    A[Start: Cement Testing] --> B[Check Water % (P) - Clause 12.3]
    B --> C[Use Standard Sand (IS 650)]
    C --> D[Measure Mass of Cement Bags]
    D --> E{Batch Size?}
    E -->|100-150| F[Sample 20 Bags]
    E -->|151-280| G[Sample 32 Bags]
    E -->|281-500| H[Sample 50 Bags]
    E -->|501-1200| I[Sample 80 Bags]
    E -->|1201-3200| J[Sample 125 Bags]
    E -->|>3200| K[Sample 200 Bags]
    F &
3Definitions

IS 1489 Part 2: Definitions (Clause 3.0)

  • Reference for Definitions:
    Definitions in IS 1489 Part 2 refer primarily to IS 4845:1968 for terminology related to Portland Pozzolana Cement (PPC).

  • Key Points:

    • Terms like standard consistency, initial/final setting time, fineness, and soundness are as per IS 4845.
    • Water content for standard consistency (P%) is defined in Clause 12.3.
    • Standard sand for testing conforms to IS 650:1991.
    • Final test values must be rounded off following IS 2:1960 rules.

Important Related Specifications:

ParameterReference ClauseNotes
Standard Consistency Water % (P)12.3Water to produce paste of standard consistency
Standard Sand12.3Must conform to IS 650:1991
Mass Tolerance for Cement BagsAnnex B (10.2)Sampling and tolerance requirements for cement bags

Summary Table: Mass Tolerance Sample Size (Annex B, Clause 10.2)

Batch Size (Number of Bags)Sample Size (Number of Bags)
100 to 15020
151 to 28032
281 to 50050
501 to 120080
1201 to 3200125
Above 3200200

Rounding Rule (IS 2:1960)

  • Round off test results to the same number of significant digits as specified.
  • Ensures uniformity and clarity in reporting test outcomes.

flowchart LR
    A[IS 1489 Part 2 Definitions] --> B[Refer IS 4845:1968]
    A --> C[Water Content for Std Consistency (P%)]
    A --> D[Standard Sand per IS 650:1991]
    A --> E[Mass Tolerance Sampling per Annex B]
    E --> F[Sample Size Based on Batch Size
4Materials

IS 1489 Part 2: Key Materials Specifications & Formulas

1. Chemical Requirements for Portland-Pozzolana Cement (Table 1, Clause 6)

CharacteristicMax Limit (%)Test Method (IS)
Loss on Ignition5.0IS 4032 : 1985
Magnesia (MgO)0.9IS 4032 : 1985
Insoluble Material4.0 or (\frac{(100 - x) \times x}{100}) (where (x) = % of pozzolana)IS 4032 : 1985

2. Water Requirement (Clause 12.3)

  • P = % water required for standard consistency paste.
  • Standard sand as per IS 650 : 1991.

3. Setting Time (Clause 7.3.1)

  • False set ratio (final penetration at 5 min / initial penetration at 20 s) ≥ 50%.
  • Initial and final setting times per IS 4031 (Part 5) : 1988 after false set break.

Notes:

  • All test values must be rounded off following IS 2 : 1960.
  • Standard sand and other materials must conform to respective IS specifications.
flowchart TD
    A[Raw Materials] --> B[Chemical Composition Check]
    B -->|Loss on Ignition ≤5%| C[MgO ≤0.9%]
    C --> D[Insoluble Material Limit]
    D --> E[Water Requirement (P%)]
    E --> F[Standard Consistency Paste]
    F --> G[Setting Time Tests]

This summary ensures compliance with IS 1489 Part 2 for cement materials.

5Manufacture

IS 1489 Part 2 - Manufacture: Key Points & Specifications

  • Clause 4.2 & 10.2.1 / 10.3: Manufacturing details and packing materials are subject to purchaser-manufacturer agreement.
  • Water for Standard Consistency (Clause 12.3):
    • P = % water required for standard paste consistency (see Clause 12.3).
    • Standard sand for testing must comply with IS 650:1991.
  • Packing Material (Clause 10.2.2.3):
    • Packing material type and quality are mutually agreed upon by manufacturer and purchaser.
  • Sampling & Identification (Clause 11.3):
    • Manufacturer must provide facilities and materials for sampling and identification of cement batches.
  • Rounding Off (Clause 4.2):
    • Test results rounded per IS 2:1960 rules, retaining significant figures as per specified values.

Summary Table: Manufacture Requirements

AspectSpecification / Standard
Water for Paste% water P for standard consistency (Clause 12.3)
Standard SandIS 650:1991
Packing MaterialAs agreed between manufacturer & purchaser (Clause 10.2.2.3)
Sampling FacilitiesManufacturer to provide labor/materials (Clause 11.3)
Rounding Off ResultsIS 2:1960 rules

flowchart TD
    A[Manufacture Process] --> B[Water % for Paste (P) per Clause 12.3]
    A --> C[Use Standard Sand IS 650:1991]
    A --> D[Packing Material - Agreement]
    A --> E[Sampling & Identification Facilities]
    A --> F[Testing & Rounding off per IS 2:1960]

This ensures quality control, standardization, and mutual agreement in manufacturing and supply of cement as per IS 1489 Part 2.

6Chemical Requirements

IS 1489 Part 2: Chemical Requirements for Portland-Pozzolana Cement

Key Chemical Requirements (Table 1, Clause 6):

CharacteristicMaximum LimitTest Method (IS)
Loss on ignition (LOI)5.0% by massIS 4032 : 1985
Magnesia (MgO)0.9% by massIS 4032 : 1985
Insoluble materialMax = (\frac{(100 - x) \times x}{100})% by mass, where (x) = % of pozzolanaIS 4032 : 1985

Notes:

  • Pozzolana content (x) must be between 10% and 25% by mass.
  • Gypsum (natural or chemical) may be added if cement is made by intergrinding clinker and pozzolana.
  • No other admixtures except approved air-entraining agents (max 1%) are allowed.
  • Homogeneity of the blend must be within ±3%.

Formula for Insoluble Material Limit:

[ \text{Max Insoluble Material} = \frac{(100 - x) \times x}{100} % ]

where (x) = % of pozzolana in the cement.


Setting Time (Clause 7.3.1):

  • If false set occurs, the ratio of final to initial penetration after mixing should be ≥ 50%.
  • Initial and final setting times after breaking false set must meet standard requirements per IS 4031 (Part 5).

Summary Diagram:

flowchart TD
    A[Portland-Pozzolana Cement] --> B[Chemical Composition]
    B --> C[Loss on Ignition ≤ 5%]
    B --> D[Magnesia (MgO) ≤ 0.9%]
    B --> E[Insoluble Material ≤ (100 - x)*x/100 %]
    B --> F[Pozzolana Content 10-25%]
    F --> G[Homogeneity ±3%]
    A --> H[Admixtures]
    H --> I[Gypsum allowed if interground]
    H --> J[Air-entraining agents ≤ 1%]
``
7Physical Requirements

IS 1489 Part 2: Physical Requirements - Key Points

Clause 12.2 - Test Temperature:

  • Physical tests should be conducted at 27 ± 2°C.
  • Actual temperature during testing must be recorded.

Clause 12.3 - Water Content:

  • P = Percentage of water for standard consistency paste (see Clause 12.3).
  • Use Standard Sand conforming to IS 650:1991 for tests.

Rounding Off Results:

  • Follow IS 2:1960 for rounding numerical test results, keeping significant digits same as specified values.

Important Tables:

Batch Size (bags)Sample Size (bags)
100 - 15020
151 - 28032
281 - 50050
501 - 120080
1201 - 3200125
> 3200200

For tolerance requirements on cement bag mass (Clause 10.2, Annex B).


Summary Diagram

flowchart TD
    A[Test Setup] --> B{Temperature}
    B -->|27 ± 2°C| C[Conduct Tests]
    B -->|Record Actual Temp| D[Log Data]
    C --> E[Measure Water Content (P%)]
    E --> F[Use Standard Sand (IS 650)]
    F --> G[Calculate Results]
    G --> H[Rounding Off (IS 2:1960)]

For detailed test procedures and composition, refer to IS 1489 Part 2 clauses and IS 650 for sand.

8Sampling

IS 1489 Part 2: Sampling Key Points

  • Sampling Method: As per Clause 11.2, sampling procedures must follow IS 3535:1986.

  • Sample Size Table (Annex B, Clause 10.2): Number of bags to sample depends on batch size:

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
Above 3,200200
  • Mass Requirement: Average net mass per bag in sample ≥ 50 kg.

  • Random Selection: Bags must be selected randomly (see IS 4905:1968).

  • Facilities (Clause 11.3): Manufacturer must provide labor/materials for sampling and identification.

  • Independent Testing (Clause 12.4.1): Purchaser can request samples before/after delivery for testing as per IS 1489.


Summary Diagram: Sampling Process

flowchart TD
    A[Batch of Cement Bags] --> B[Random Selection per IS 4905]
    B --> C[Sample Size per Batch Size Table]
    C --> D[Sampling as per IS 3535]
    D --> E[Testing & Identification]
    E --> F{Purchaser Requests Independent Test?}
    F -- Yes --> G[Sample taken before/after delivery]
    F -- No --> H[Standard testing]

This ensures representative sampling and compliance with quality standards.

9Manufacturer's Certificate

Manufacturer's Certificate - IS 1489 Part 2 (Clause 9)

Key Specifications:

  • Certificate Content:

    • Confirmation that cement conforms to IS 1489 Part 2.
    • Percentage of pozzolana present in the cement.
    • Declaration that pozzolana content will not vary more than ±3% from the declared value.
  • Timing:

    • Certificate must be furnished within 10 days of dispatch.

Relevant Details from IS 1489 Part 2

ClauseRequirement
9.1Manufacturer to ensure compliance with the standard and declare pozzolana content.
10.2 (Annex B)Sampling and tolerance for cement bag mass (minimum 50 kg per bag).

Sampling Table for Cement Bags (Annex B, Clause 10.2)

Batch Size (bags)Sample Size (bags)
100 to 15020
151 to 28032
281 to 50050
501 to 1,20080
1,201 to 3,200125
Above 3,200200

Notes:

  • Cement bags must be selected randomly as per IS 4905:1968.
  • The manufacturer must also ensure proper storage to avoid deterioration (Clause 7.5).

flowchart TD
    A[Manufacturer Produces Cement] --> B[Tests Cement for Compliance]
    B --> C[Determines % Pozzolana]
    C --> D[Furnishes Manufacturer's Certificate within 10 days]
    D --> E[Certificate Includes:]
    E --> E1[Compliance Statement]
    E --> E2[Declared % Pozzolana ±3%]
    E --> E3[Batch & Sampling Info]

This ensures traceability and quality assurance as per IS 1489 Part 2.

10Packing and Marking

IS 1489 Part 2: Packing and Marking Summary

  • Clause 10.2.2:

    • Packing for export cement is done in bags or drums.
    • Average net mass per bag/drum is as agreed between purchaser and manufacturer.
    • No fixed standard weight; flexibility based on agreement.
  • Clause 10.2.2.3:

    • Packing material type is mutually agreed between supplier and purchaser.
    • No prescribed packing material in the code; depends on buyer-supplier contract.

Key Points:

  • No fixed formula or table for packing weights or materials in IS 1489 Part 2.
  • Agreement-driven packing specifications ensure suitability for transport and handling.
  • Marking on bags/drums should follow purchaser requirements (usually includes cement type, weight, manufacturer info).

Typical packing weights (industry practice, not IS mandated):

Packing TypeTypical Net Mass (kg)
Bag25, 40, 50
Drum50, 100

flowchart LR
    A[Manufacturer] -->|Agree packing| B[Packing Material Type]
    A -->|Agree net mass| C[Bag/Drum Weight]
    B & C --> D[Packing & Marking]
    D --> E[Export/Delivery]

Summary: IS 1489 Part 2 leaves packing and marking details flexible, emphasizing purchaser-manufacturer agreement for export cement.

11Sampling and Identification Facilities

IS 1489 Part 2 — Sampling and Identification Facilities

Key Clauses Summary:

  • Clause 11.3: Manufacturer/supplier must provide all facilities (labour, materials) for sampling, packing, and identification of cement samples.
  • Clause 11.2: Sampling methods must follow IS 3535:1986.
  • Clause 11.1.2: If testing is delayed beyond one week, samples must be stored in airtight containers.

Sampling Procedure (per IS 3535:1986):

  • Samples should be taken from different bags or bulk supply to represent the batch.
  • Use clean, dry tools and containers for sampling.
  • Label samples clearly with identification details (batch number, date, source).

Identification Facilities:

  • Provide proper packing materials to avoid contamination or moisture ingress.
  • Maintain clear traceability of samples for testing and record-keeping.
  • Ensure airtight storage if delay in testing occurs.

Practical Checklist for Sampling Facility:

Facility AspectSpecification/Requirement
Sampling toolsClean, dry, non-reactive
Sample containersAirtight, moisture-proof
LabellingBatch no., date, source
StorageAirtight containers if >1 week delay
LabourSkilled personnel for sampling

flowchart TD
    A[Start Sampling] --> B[Select Representative Bags/Batch]
    B --> C[Use Clean Tools]
    C --> D[Collect Sample]
    D --> E[Pack in Airtight Container]
    E --> F{Testing within 1 week?}
    F -- Yes --> G[Send for Testing]
    F -- No --> H[Store Airtight until Testing]

Note: Always refer to IS 2:1960 for rounding off test results as per Clause 4.2.

This ensures compliance, traceability, and preservation of sample integrity per IS 1489 Part 2.

12Testing

IS 1489 Part 2: Testing Key Points

1. Testing Temperature (Clause 12.2)

  • Physical tests should be conducted at 27 ± 2°C.
  • Actual test temperature must be recorded.

2. Independent Testing (Clause 12.4)

  • Testing can be performed independently by purchaser or third party.
  • Final test values must be rounded as per IS 2:1960 rules (same significant figures as specified values).

3. Setting Time (Clause 7.3.1)

  • For cements showing false set: [ \text{Ratio} = \frac{\text{Final penetration after 5 min}}{\text{Initial penetration after 20 s}} \times 100 \geq 50% ]
  • Testing per IS 4031 (Part 14):1989 and setting time per IS 4031 (Part 5):1988 after breaking false set.

4. Chemical Requirements (Table 1, Clause 6)

CharacteristicMax LimitTest Method (IS)
Loss on ignition (%)5.04032:1985
Magnesia (MgO) (%)0.94032:1985
Insoluble material (%)(4.0 \times \frac{(100 - x)}{x + 100})4032:1985

Summary Diagram: Testing Flow

flowchart TD
    A[Sample Preparation] --> B[Temperature Control 27±2°C]
    B --> C[Physical Tests]
    C --> D{False Set?}
    D -- Yes --> E[Calculate Penetration Ratio]
    E --> F[Break False Set & Test Setting Time]
    D -- No --> G[Standard Setting Time Test]
    F & G --> H[Chemical Tests per IS 4032]
    H --> I[Result Rounding as per IS 2:1960]
    I --> J[Compliance Decision]

Note: Always refer to relevant IS test methods (e.g., IS 4031 series) for detailed procedures.

13Rejection

IS 1489 Part 2 - Rejection Criteria for Cement

Key Clauses on Rejection (Clause 13)

  • Clause 13.1: Cement shall be rejected if it fails to meet any specification requirement.
  • Clause 13.2: Cement stored in bulk at the mill for more than 6 months or in bags with vendors for more than 3 months after testing must be retested before use and rejected if it fails specifications.

Summary Table: Rejection Conditions

ConditionAction
Non-compliance with specificationsReject immediately
Bulk storage > 6 monthsRetest, reject if fails
Bag storage with vendor > 3 monthsRetest, reject if fails

Additional Notes

  • Retesting ensures cement quality is maintained despite storage duration.
  • Refer to IS 269:1989 and IS 4031 (Parts 1-14) for detailed test methods.
  • Sampling and testing must comply with IS 3535 and IS 4905.

Related Specification Reference

IS No.Title
269:1989Ordinary Portland Cement Specification
3535:1986Methods of Sampling Hydraulic Cements
4031 (Parts 1-14)Methods of Physical Tests for Hydraulic Cement

In brief: Cement failing any test or stored beyond specified durations without retesting must be rejected to ensure structural safety and durability.

Annex AList of Referred Indian Standards

IS 1489 (Part 2) : 1991 — List of Referred Indian Standards

This standard refers to several key IS codes related to cement and packaging, summarized below:

IS No.Title
269:1989Specification for 33 grade Ordinary Portland Cement
650:1991Specification for Standard Sand for Cement Testing
1344:1981Specification for Calcined Clay Pozzolana
1727:1967Methods of Test for Pozzolanic Materials
2580:1982Specification for Jute Sacking Bags for Packing Cement
3535:1986Methods of Sampling Hydraulic Cements
3812:1981Specification for Fly Ash as Pozzolana and Admixture
4031 (Parts 1-14)Methods of Physical Tests for Hydraulic Cement
4032:1985Method of Chemical Analysis of Hydraulic Cement
4845:1968Definitions and Terminology Relating to Hydraulic Cement
4905:1968Methods for Random Sampling
11652, 11653, 11761 (1986)Specifications for HDPE, PP woven sacks for cement packing
12154, 12174, 12423 (1987-88)Specification for Lightweight Jute Bags for Cement Packing

Notes:

  • These referenced standards cover cement specifications, testing methods, sampling, packaging materials, and terminology.
  • For rounding off test results, IS 2:1960 rules apply.
  • Cement storage and retesting guidelines are in Clause 13.2.

This list ensures harmonized quality control and testing for blended cements under IS 1489 Part 2.

flowchart LR
    A[IS 1489 Part 2] --> B[Cement Specifications]
    A --> C[Testing Methods]
    A --> D[Sampling Procedures]
    A --> E[Packaging Standards]
    B --> IS269["IS 269: Ordinary Portland Cement"]
    C --> IS4031["IS 4031: Physical Tests"]
    C --> IS4032["IS
Annex BTolerance Requirements for Mass of Cement Packed in Bags

Tolerance Requirements for Mass of Cement Packed in Bags (IS 1489 Part 2)

  • Average Net Mass:

    • For 50 kg bags: Average net mass ≥ 50 kg.
    • For 25 kg bags: Average net mass may be 25 kg with tolerances as per 10.2.1.1.
  • Sample Size Based on Batch Size (Annex B, Clause 10.2):

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

  • Tolerance Limits (Clause 10.2.1.1):

    • Typically ±1% of the nominal mass.
    • No bag should be underweight below the tolerance limit.

Summary:

  • Average net mass must not be less than the declared mass.
  • Sample sizes increase with batch size to ensure quality control.
  • Random sampling ensures representativeness.
flowchart TD
    A[Batch Size] --> B{Batch Size Range}
    B -->|100-150| C[Sample Size = 20]
    B -->|151-280| D[Sample Size = 32]
    B -->|281-500| E[Sample Size = 50]
    B -->|501-1200| F[Sample Size = 80]
    B -->|1201-3200| G[Sample Size = 125]
    B -->|Above 3200| H[Sample Size = 200]
    C & D & E & F & G & H --> I[Random Sampling per IS 4905]
    I --> J[Check average net mass ≥ declared mass]
    J --> K[Check individual bag tolerance ±1%]

This ensures compliance with IS 1489 Part 2 for cement packing mass control.

Popular Questions About IS 1489 Part 2

?What are the chemical limits for calcined clay-based Portland-pozzolana cement under IS 1489 Part 2?

Chemical Limits for Calcined Clay-Based Portland-Pozzolana Cement (IS 1489 Part 2)

According to Clause 6 of IS 1489 (Part 2):
Portland-pozzolana cement must comply with the chemical requirements specified in Table 1 of the standard. While the exact table is not provided here, the key chemical constituents typically controlled are:

ComponentLimit (%) (approximate typical values)
SiO₂20 - 60 (from pozzolana + clinker)
Al₂O₃5 - 25
Fe₂O₃2 - 10
CaO60 - 67 (mainly from clinker)
MgO≤ 5
SO₃≤ 3.5
Loss on Ignition (LOI)≤ 5

Key points from IS 1489 Part 2:

  • Pozzolana content: 10% to 25% by mass.
  • Pozzolana must conform to IS 1344 (calcined clay) or a mix with fly ash (IS 3812).
  • Clinker must comply with IS 269.
  • Only gypsum (natural/chemical) and approved air-entraining agents (≤1%) allowed as additives.
  • Chemical limits ensure cement quality and durability.

For exact chemical limits, refer to Table 1 in IS 1489 Part 2:1991.


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Summary: The chemical composition of calcined clay-based PPC is controlled to ensure performance, with pozzolana content between 10-25%, clinker meeting IS 269, and strict limits on

?How is the compressive strength of this cement tested and what are the minimum requirements?

Compressive Strength Testing of PPC (IS 1489 Part 2, Clause 7.4.1):

  • Specimen: Mortar cubes of 50 mm face area.
  • Mix Proportion: 1 part cement : 3 parts standard sand by mass.
  • Water Content: ( \frac{P}{4} + 3.0% ) of combined cement and sand mass, where ( P ) is the percentage of water required for normal consistency.
  • Preparation & Testing: As per IS 4031 (Part 6): 1988.
Age of TestMinimum Compressive Strength (MPa)
72 ± 1 hours (3 days)16 MPa
168 ± 2 hours (7 days)22 MPa
672 ± 4 hours (28 days)33 MPa

Additional Notes:

  • Strength is average of at least 3 cubes.
  • Lime reactivity of pozzolana (if used) should be ≥ 4.0 MPa (IS 1727:1967).
  • If initial tests fail, aeration of cement sample for 7 days at 50-80% RH is done before retesting (Clause 7.2.1.1).

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This ensures PPC meets durability and strength requirements per IS 1489 Part 2.

?What types of pozzolanic materials are permitted for use according to this standard?

According to IS 1489 Part 2, the permitted pozzolanic materials for Portland-pozzolana cement are:

  • Calcined clay pozzolana conforming to IS 1344:1981
  • Fly ash conforming to IS 3812:1981
  • Or a mixture of calcined clay pozzolana and fly ash

Key requirements for pozzolanic materials:

  • Fineness: Not less than 320 m²/kg (Blaine fineness)
  • Average compressive strength in lime reactivity test: Minimum 4.0 MPa (tested as per IS 1727:1967)
  • Pozzolana content in cement: 10% to 25% by mass

Additional notes:

  • Only gypsum (natural or chemical), water, and approved air-entraining agents (≤1%) may be added during grinding.
  • Blending must be uniform and intimate to ensure consistent performance.

This ensures the pozzolanic material contributes effectively to strength and durability.

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?What are the packaging and marking requirements for export consignments of this cement?

Packaging and Marking Requirements for Export Consignments (IS 1489 Part 2, Clause 10.2.2):

  • Packaging: Cement for export can be packed in bags or drums.
  • The average net mass per bag or drum must be as agreed between the purchaser and manufacturer.
  • Marking: Each bag or drum must be clearly marked in indelible ink with:
    • The words "FOR EXPORT"
    • The average net mass of cement per bag/drum

This ensures traceability and compliance with purchaser requirements for export consignments.

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?How should manufacturers sample and test cement to ensure compliance with IS 1489 Part 2?

Sampling and Testing Procedure as per IS 1489 Part 2

  • Sampling: Follow IS 3535 (Methods of sampling hydraulic cements) for random sampling from bulk or bags.

  • Testing: Conduct tests as per IS 4031 (Methods of physical tests for hydraulic cement) and relevant clauses in IS 1489 Part 2.

  • Retesting: Cement stored >6 months in bulk or >3 months in bags after initial tests may be retested before use (Clause 13.2).

  • Aeration for Failure Cases: If initial tests fail (Clause 7.2.1), aerate the sample by spreading to 75 mm depth at 50-80% RH for 7 days, then retest for expansion limits:

    • Le-Chatelier expansion ≤ 5 mm
    • Autoclave expansion ≤ 0.6% (IS 4031 Part 3)
  • Manufacturer's Responsibility (Clause 9.1):

    • Ensure compliance with all requirements.
    • Provide a certificate within 10 days of dispatch stating pozzolana content ±3% accuracy.

Summary Table

StepReference ClauseStandard/Method
Sampling-IS 3535
Physical & Chemical Tests12.1, 7.2.1IS 4031 (Parts 1-14)
Retesting Criteria13.2Retest if stored >6/3 months
Aeration & Retest7.2.1.1Aerate 7 days, test expansion
Certification9.1Certificate of pozzolana content

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This ensures cement quality and compliance with IS 1489 Part 2.

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