IS 34661988AI Search Enabled✦ AI Generated

Masonry cement – Specification

IS 3466:1988 specifies the requirements for masonry cement used in masonry mortars for brick, stone, and concrete block masonry, as well as for rendering and plastering. It defines physical properties, packaging, sampling, and testing methods to ensure quality and performance. This standard is essential for manufacturers, suppliers, and engineers involved in masonry construction to ensure durable, workable, and non-staining mortars, excluding use in structural concrete or foundations.

12Sections
55Clauses Indexed
AI Search Ready
1988Edition
Cement Concrete Aggregates and RCCCategory
Alternative search terms: IS 3466 PDF, IS 3466 pdf free download, IS 3466 free download pdf, IS3466 PDF, IS-3466 PDF, IS 3466 1988 PDF, IS 3466:1988 PDF, IS 3466-1988 PDF, IS 3466 (1988) PDF, IS 3466 1988 edition PDF, IS 3466 edition 1988 PDF

What This Standard Covers

IS 3466:1988 specifies the requirements for masonry cement used in masonry mortars for brick, stone, and concrete block masonry, as well as for rendering and plastering. It defines physical properties, packaging, sampling, and testing methods to ensure quality and performance. This standard is essential for manufacturers, suppliers, and engineers involved in masonry construction to ensure durable, workable, and non-staining mortars, excluding use in structural concrete or foundations.

Who Uses This Standard

  • Civil Engineers
  • Construction Contractors
  • Quality Control Engineers
  • Materials Testing Laboratories
  • Cement Manufacturers
  • Masonry Specialists
  • Procurement Officers in Construction

Key Topics Covered

Definition and composition of masonry cement
Physical requirements including fineness and setting time
Soundness criteria and false set testing
Compressive strength and air content of mortar
Water retention properties
Sampling and testing procedures
Packaging and marking requirements
Tolerance limits for bagged cement mass
Non-staining masonry cement specifications
Storage and handling guidelines
Manufacturer's certification and quality assurance
Bulk and packed supply conditions
Independent testing protocols
Limitations on use (not for structural concrete or foundations)

Table of Contents

0Introduction and Scope

IS 3466: Introduction and Scope - Key Points

Scope:

  • Covers specifications for masonry cement.
  • Defines physical, chemical, and mechanical requirements.
  • Applies to cement packed in bags, with sampling and tolerance criteria.

Key Specifications & Tables

PropertyRequirement
Fineness (Residue on 45-micron sieve)Max 15% (wet sieving)
Setting Time (Vicat Apparatus)Initial ≥ 90 min, Final ≤ 24 h
SoundnessLe-Chatelier expansion ≤ 10 mm; Autoclave expansion ≤ 1%
Compressive Strength (Mortar cubes 50 mm, 1:3 cement:sand)7 days ≥ 2.5 MPa; 28 days ≥ 5 MPa
Air Content (Mortar)Min 6%
Water Retention (Mortar flow after suction)Min 60% of original flow

Sampling & Tolerance for Cement Bags

Batch Size (bags)Sample Size (bags)
100 - 15020
151 - 28032
281 - 50050
501 - 1,20080
1,201 - 3,200125
> 3,201200
  • Tolerance on net mass for 20-25 tonnes load: 0 to +0.5%

Notes:

  • Standard sand for testing conforms to IS 650-1965.
  • Sampling must be random as per IS 4905-1968.

flowchart TD
    A[Masonry Cement] --> B[Physical Properties]
    A --> C[Mechanical Properties]
    A --> D[Sampling & Tolerance]
    B --> E[Fineness, Setting Time, Soundness]
    C --> F[Compressive Strength, Air Content, Water Retention]
    D --> G[Sample Size & Tolerance Tables]

This summary covers the scope, key physical and mechanical requirements, and sampling/tolerance criteria from IS 3466.

1Scope

IS 3466: Scope - Key Specifications & Tables

Scope:
IS 3466 specifies requirements for masonry cement used in masonry construction.


Key Physical Requirements (Table 1, Clause 3.1.1)

CharacteristicRequirement
FinenessMax 15% residue on 45-micron IS sieve (wet sieving)
Setting Time (Vicat Apparatus)Initial ≥ 90 min; Final ≤ 24 h
SoundnessLe-Chatelier expansion ≤ 10 mm; Autoclave expansion ≤ 1%
Compressive StrengthMortar cubes (1:3 cement:sand) of 50 mm size: <br>- 7 days ≥ 2.5 MPa <br>- 28 days ≥ 5 MPa
Air ContentMin 6% (mortar 1:3 cement:sand by volume)
Water RetentionMin 60% of original flow after suction (mortar 1:3 cement:sand)

Standard sand conforms to IS 650:1965.


Sampling for Cement Bags (Appendix A, Clause 8.2)

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

Tolerance for wagon/truck load (20-25 tonnes): 0 to +0.5% on net mass.


Summary Diagram (Masonry Cement Quality Control)

flowchart TD
    A[Masonry Cement] --> B[Fineness ≤ 15% residue]
    A --> C[Setting Time: Initial ≥ 90 min, Final ≤ 24 h]
    A --> D[Soundness: Le-Chatelier ≤ 10 mm, Autoclave ≤ 1%]
    A --> E[Compressive Strength: 7d ≥ 2.5 MPa, 28
2Definitions

IS 3466: Definitions & Key Specifications for Masonry Cement

Key Physical Requirements (Clause 3.1.1, Table 1)

CharacteristicRequirement
FinenessMax 15% residue on 45-micron IS sieve (wet sieving)
Setting Time (Vicat Apparatus)Initial min: 90 min<br>Final max: 24 hours
SoundnessLe-Chatelier expansion max: 10 mm<br>Autoclave expansion max: 1%
Compressive StrengthMortar cubes (1 part masonry cement: 3 parts standard sand)<br>7 days min: 2.5 MPa<br>28 days min: 5 MPa
Air ContentMin 6% in mortar mix
Water RetentionMin 60% of original flow after suction

Standard sand conforms to IS 650:1965.


Tolerance on Cement Bag Mass (Clause 8.2, 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 over200
  • For wagon/truck loads (20-25 tonnes), tolerance on net mass: 0 to +0.5%

Notes:

  • Mortar cube size: 50 mm cubes for compressive strength testing.
  • Sampling: Random selection per IS 4905:1968.
  • Setting time measured by Vicat apparatus.

flowchart TD
    A[Masonry Cement] --> B[Fineness ≤ 15% residue]
    A --> C[Setting Time: Initial ≥ 90 min, Final ≤ 24 hrs]
    A --> D[Soundness: Le-Chatelier ≤ 10 mm, Autoclave ≤ 1%]
    A --> E[Compressive Strength: 7d ≥ 2.5 MPa
3Physical Requirements

IS 3466: Physical Requirements for Masonry Cement

CharacteristicRequirement
Fineness (Residue on 45-micron IS Sieve, wet sieving)Max 15%
Setting Time (Vicat Apparatus)Initial: Min 90 min<br>Final: Max 24 h
SoundnessLe-Chatelier expansion: Max 10 mm<br>Autoclave expansion: Max 1%
Compressive Strength (Mortar cubes 50 mm, 1:3 cement:sand by volume)7 days: Min 2.5 MPa<br>28 days: Min 5 MPa
Air Content (Mortar 1:3 cement:sand)Min 6%
Water Retention (Flow after suction, mortar 1:3)Min 60% of original flow

Notes:

  • Standard sand must conform to IS 650-1965.
  • Mortar cubes used for strength tests are 50 mm size.
  • Vicat apparatus is used for setting time measurement.
  • Soundness tests ensure volume stability of cement.

Sample Size for Bag Mass Testing (Appendix A, Clause 8.2)

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

This summary ensures compliance with IS 3466 physical requirements for masonry cement quality control.

4Non-staining Masonry Cement

IS 3466: Non-staining Masonry Cement - Key Specifications & Physical Requirements

CharacteristicRequirement
Fineness (Residue on 45-micron sieve, wet sieving)Max 15%
Setting Time (Vicat Apparatus)Initial ≥ 90 min<br>Final ≤ 24 h
SoundnessLe-Chatelier expansion ≤ 10 mm<br>Autoclave expansion ≤ 1%
Compressive Strength (Mortar cubes 50 mm, 1:3 cement:sand by volume)7 days ≥ 2.5 MPa<br>28 days ≥ 5 MPa
Air Content (Mortar 1:3 cement:sand)Min 6%
Water Retention (Flow after suction of mortar 1:3 cement:sand)Min 60% of original flow
  • Standard sand must conform to IS 650:1965.
  • Clause 7.1: Specify if non-staining masonry cement is required; otherwise, ordinary masonry cement requirements apply.

Notes:

  • Mortar cubes for compressive strength: 50 mm size.
  • Testing methods per IS 4031:1988.
  • Ensures durability, workability, and minimal staining in masonry applications.
flowchart TD
    A[Masonry Cement] --> B[Fineness ≤ 15%]
    A --> C[Setting Time: Initial ≥ 90 min, Final ≤ 24 h]
    A --> D[Soundness: Le-Chatelier ≤ 10 mm, Autoclave ≤ 1%]
    A --> E[Compressive Strength: 7d ≥ 2.5 MPa, 28d ≥ 5 MPa]
    A --> F[Air Content ≥ 6%]
    A --> G[Water Retention ≥ 60%]
    B & C & D & E & F & G --> H[Conforms to IS 3466 for Non-staining Masonry Cement]

This summary aids specification, testing, and quality control for non-staining masonry cement per IS 3466.

5Storage and Handling

IS 3466: Storage and Handling of Cement - Key Points

Storage (Clause 5.1)

  • Cement must be stored in a weather-tight building to prevent moisture ingress.
  • Storage should allow easy access for inspection and identification.
  • Protect cement from dampness to minimize deterioration.

Sampling and Testing (Clause 9.1.1)

  • If testing cannot be done within 4 weeks of delivery, samples must be stored in airtight containers.

Manufacturer's Certificate (Clause 3.1.1, Table 1)

PropertyRequirement
Fineness (Residue on 45μ IS Sieve)Max 15% (wet sieving)
Setting Time (Vicat Apparatus)Initial ≥ 90 min, Final ≤ 24 hrs
SoundnessLe-Chatelier expansion ≤ 10 mm
Autoclave expansion ≤ 1%
Compressive Strength (Mortar cubes 50 mm, 1:3 cement:sand)7 days ≥ 2.5 MPa, 28 days ≥ 5 MPa
Air Content (Mortar)≥ 6%
Water Retention (Mortar flow after suction)≥ 60% of original flow

Tolerances on Packed Cement Mass (Appendix A, Clause 1.2)

  • For 20-25 tonnes wagon/truck loads, tolerance is 0 to +0.5% on net mass.

Summary Diagram: Cement Storage Flow

flowchart TD
    A[Receive Cement] --> B[Store in Weather-tight Building]
    B --> C[Allow Easy Access for Inspection]
    B --> D[Protect from Dampness]
    D --> E[Sample for Testing]
    E --> F{Test within 4 weeks?}
    F -- Yes --> G[Test Cement]
    F -- No --> H[Store Sample in Airtight Container]

Note: Use standard sand per IS 650 for testing. Proper storage and handling ensure cement quality and durability.

6Manufacturer's Certificate

IS 3466: Manufacturer's Certificate Key Specifications

CharacteristicRequirementTest Method
FinenessMax 15% residue on 45-micron IS sieve (wet sieving)Clause 3.1.1
Setting Time (Vicat Apparatus)Initial ≥ 90 min, Final ≤ 24 hClause 3.1.1
SoundnessLe-Chatelier expansion ≤ 10 mm, Autoclave expansion ≤ 1%Clause 3.1.1
Compressive Strength (Mortar cubes 50 mm, 1:3 cement:sand)7 days ≥ 2.5 MPa, 28 days ≥ 5 MPaClause 3.1.1
Air Content (Mortar)≥ 6%Clause 3.1.1
Water Retention (Mortar)≥ 60% of original flow after suctionClause 3.1.1

Additional Notes:

  • Standard sand must conform to IS 650-1965.
  • Cement storage must be weather-tight to avoid deterioration (Clause 5.1).
  • Sampling for bag mass tolerance follows Appendix A; sample sizes depend on batch size (see table below).
Batch Size (bags)Sample Size (bags)
100-15020
151-28032
281-50050
501-120080
1201-3200125
>3200200
  • Mass tolerance for wagon/truck loads (20-25 tonnes): 0 to +0.5% (Clause 8.2).

Summary Diagram: Cement Quality Checks Flow

flowchart TD
    A[Manufacturer's Certificate] --> B[Fineness Test]
    A --> C[Setting Time Test]
    A --> D[Soundness Test]
    A --> E[Compressive Strength Test]
    A --> F[Air Content Test]
    A --> G[Water Retention Test]
    A --> H[Sampling & Mass Tolerance]

This ensures cement meets IS 346

7Basis of Purchase

IS 3466: Basis of Purchase - Key Specifications & Tables

1. Physical Requirements (Clause 3.1.1, Table 1)

CharacteristicRequirement
FinenessMax 15% residue on 45-micron sieve (wet sieving)
Setting Time (Vicat Apparatus)Initial ≥ 90 min, Final ≤ 24 hours
SoundnessLe-Chatelier expansion ≤ 10 mm; Autoclave expansion ≤ 1%
Compressive StrengthMortar cubes (50 mm), 1:3 cement:sand by volume: <br>7 days ≥ 2.5 MPa, 28 days ≥ 5 MPa
Air ContentMin 6% (mortar 1:3 masonry cement to standard sand)
Water RetentionFlow after suction ≥ 60% of original flow (same mortar mix)

2. Materials

  • Standard sand must conform to IS 650-1965.

3. Sampling & Testing (Clause 10.4.1)

  • Purchaser may require independent tests on samples taken before or immediately after delivery.

Additional Notes:

  • Mortar mix for tests: 1 part masonry cement + 3 parts standard sand by volume.
  • Compressive strength tested on 50 mm cubes.
  • Air content and water retention ensure workability and durability.

flowchart TD
    A[Masonry Cement] -->|1 part| M[Mortar Mix]
    B[Standard Sand] -->|3 parts| M
    M --> C[Test Specimens]
    C --> D[Physical Tests]
    D -->|Fineness, Setting Time, Soundness| E[Acceptance Criteria]
    D -->|Compressive Strength, Air Content, Water Retention| E

This summary ensures compliance with IS 3466 "Basis of Purchase" requirements for masonry cement.

8Packing and Marking

IS 3466: Packing and Marking - Key Specifications

1. Marking (Clause 8.1.2)

  • Bags/packages may bear the Standard Mark indicating compliance with BIS quality control.
  • Use of Standard Mark is governed by the BIS Act 1986.
  • Standard Mark assures:
    • Production as per IS standards.
    • Continuous BIS inspection and testing.
  • Delivery advices must accompany shipments with similar info (Clause 8.1.1).

2. Tolerance for Mass of Cement in Bags (Clause 8.2 & 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 over200
  • Average net mass per bag must be ≥ 50 kg.
  • Bags selected randomly (per IS 4905-1968).
  • For wagon/truck load (20-25 tonnes), tolerance on net mass is 0 to +0.5%.

Summary Table for Sampling & Tolerances

ParameterValue/Requirement
Net mass per bag≥ 50 kg
Sample size (based on batch)See table above
Mass tolerance (bulk load)0 to +0.5% for 20-25 tonnes load
Sampling methodRandom (IS 4905-1968)
MarkingStandard Mark (optional, BIS governed)

flowchart TD
    A[Packed Cement Bags] --> B{Batch Size}
    B -->|100-150| C[Sample 20 Bags]
    B -->|151-280| D[Sample 32 Bags]
    B -->|281-500| E[Sample 50 Bags]
    B -->|501-1200| F[Sample 80 Bags]
    B -->|1201-3200| G[Sample 125 Bags
9Sampling

IS 3466 Sampling Key Points

  • Sampling method: As per IS 3535-1986, sampling procedures must ensure representativeness and randomness.

  • Sample size (Clause 8.2, 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 over200
  • Mass requirement: Average net mass of cement per bag in the sample ≥ 50 kg.

  • Random selection: Bags must be selected randomly per IS 4905-1968.

  • Facilities and labor: Manufacturer/supplier must provide all facilities, labor, and materials for sampling and identification (Clause 9.3).

  • Testing timeline: Tests on the sample should be done as expeditiously as possible after sampling (Clause 10.4.2).

flowchart TD
    A[Batch of Cement Bags] --> B[Random Sampling as per IS 4905]
    B --> C[Sample Size per Batch Size Table]
    C --> D[Average Mass ≥ 50 kg per bag]
    D --> E[Testing of Sample (IS 3535)]
    E --> F[Results & Identification]

This ensures quality control and compliance in cement packaging and testing.

10Testing Procedures

IS 3466 - Testing Procedures: Key Formulas, Tables, and Specifications

1. Independent Testing (Clause 10.4)

  • Testing should be conducted by an independent agency to verify compliance with IS 3466 requirements.

2. Physical Requirements (Clause 3.1.1, Table 1)

CharacteristicRequirement
Fineness (Residue on 45-micron sieve)Max 15% (wet sieving)
Setting Time (Vicat Apparatus)Initial: Min 90 min <br> Final: Max 24 h
SoundnessLe-Chatelier expansion: Max 10 mm <br> Autoclave expansion: Max 1%
Compressive Strength (Mortar cubes 50 mm, 1:3 cement:sand by volume)7 days: Min 2.5 MPa <br> 28 days: Min 5 MPa
Air Content (Mortar 1:3)Min 6%
Water Retention (Mortar 1:3)Min 60% of original flow after suction

Standard sand shall conform to IS 650:1965.

3. Sampling Procedure (Clause 9.2)

  • Sampling per IS 3535:1986.
  • Random selection of bags per batch size as below:
Batch Size (bags)Sample Size (bags)
100 to 15020
151 to 28032
281 to 50050
501 to 1,20080
1,201 to 3,200125
>3,201200

Refer IS 4905:1968 for random selection.


Summary Diagram: Testing Workflow

flowchart TD
    A[Sampling of Cement Bags] --> B[Physical Tests]
    B --> C[Fineness Test]
    B --> D[Setting Time Test]
    B --> E[Soundness Test]
    B --> F[Compressive Strength Test]
    B --> G[Air Content Test]
    B
Appendix ATolerance Requirements for Mass of Cement Packed in Bags

IS 3466: Tolerance Requirements for Mass of Cement Packed in Bags

Key Specifications (Appendix A, Clauses 0.4 and 8.2):

  • Average net mass per bag:

    • Standard: ≥ 50 kg
    • Alternate: 25 kg (subject to agreed tolerances)
  • Tolerance on net mass for wagon/truck load (20 to 25 tonnes):

    • 0 to +0.5%

Sample Size for Testing (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
> 3,200200
  • Bags must be selected randomly (see IS 4905-1968).

Rounding Off Results:

  • Follow IS 2-1960 rules for rounding numerical values.
  • Retain the same number of significant digits as specified values.

Summary Formula for Tolerance Check:

[ \text{Tolerance range} = \text{Nominal mass} \times (1 + \text{Tolerance %}) ]

Example: For 50 kg bag with +0.5% tolerance, max mass = 50 × 1.005 = 50.25 kg


flowchart TD
    A[Batch Size] --> B{Select Sample Size}
    B -->|100-150| C[20 Bags]
    B -->|151-280| D[32 Bags]
    B -->|281-500| E[50 Bags]
    B -->|501-1200| F[80 Bags]
    B -->|1201-3200| G[125 Bags]
    B -->|>3200| H[200 Bags]
    C & D & E & F & G & H --> I[Random Sampling per IS 4905]
    I --> J[Check Average Mass ≥ 50 kg]
    J --> K[Check Tolerance: 0 to +0.5%]

Note:

Popular Questions About IS 3466

?What are the key physical properties masonry cement must meet according to IS 3466?

According to IS 3466, masonry cement must meet the following key physical properties (Table 1, Clause 3.1):

CharacteristicRequirement
FinenessMax 15% residue on 45-micron sieve (wet sieving)
Setting Time (Vicat Apparatus)Initial ≥ 90 min, Final ≤ 24 hours
SoundnessLe-Chatelier expansion ≤ 10 mm, Autoclave expansion ≤ 1%
Compressive StrengthMortar cubes (50 mm) with 1:3 cement:sand mix: <br> - 7 days ≥ 2.5 MPa <br> - 28 days ≥ 5 MPa
Air ContentMinimum 6% in mortar mix
Water RetentionMinimum 60% of original flow after suction in mortar

Standard sand for testing must conform to IS 650:1965.

These ensure proper workability, durability, and strength for masonry applications.

?How does IS 3466 define and control false set in masonry cement?

IS 3466 on False Set in Masonry Cement:

  • Definition: False set is identified by the ratio of final penetration (after 5 minutes of mixing) to initial penetration (at 20 seconds), expressed as a percentage.

  • Control Criterion (Clause 3.1.1):
    [ \text{False set ratio} = \frac{\text{Final penetration at 5 min}}{\text{Initial penetration at 20 sec}} \times 100 \geq 50% ]

  • If false set occurs, the cement must be retested for initial and final setting times after breaking the false set, following IS 4031 (1988) methods.

  • These setting times must meet the requirements in Table 1 of IS 3466:

    • Initial setting time ≥ 90 minutes
    • Final setting time ≤ 24 hours

Summary Table (False Set Control)

ParameterRequirement
False set penetration ratio≥ 50%
Initial setting time (after break)≥ 90 minutes
Final setting time (after break)≤ 24 hours

This ensures that false setting does not affect the usability and durability of masonry cement.

?What packaging and marking requirements are specified for masonry cement?

Packaging and Marking Requirements for Masonry Cement (IS 3466: Clause 8.1 & 8.1.3)

  • Bag Types: Masonry cement shall be packed in bags conforming to Indian Standards such as:

    • Jute sacking bags (IS: 2580-1982)
    • Double hessian bituminized (CRI type)
    • Multiwall paper sacks (IS: 11761-1986)
    • Polyethylene lined jute bags (CRI type)
    • Lightweight jute bags (IS: 12154-1987)
    • Woven HDPE sacks (IS: 11652-1986)
    • Woven polypropylene sacks (IS: 11653-1986)
    • Jute synthetic union bags (IS: 12174-1987)
    • Or other approved composite bags
  • Marking on Bags:

    • Manufacturer’s name or registered trademark.
    • The words "Masonry Cement" clearly printed.
    • Net mass or number of bags per tonne (nominal average net mass).
    • Bags must be in good condition at inspection.
  • Distinctive Mark:

    • To differentiate from ordinary Portland cement, a bright colored mark along with the words "Masonry Cement" must be printed outside the bag.

This ensures easy identification and maintains quality during storage and transport.

?What testing methods are prescribed for verifying masonry cement quality?

IS 3466 prescribes the following testing methods for verifying masonry cement quality, as per IS 4031-1988:

CharacteristicTest Method / ApparatusRequirement
FinenessWet sieving on 45-micron IS sieveMax 15% residue
Setting TimeVicat ApparatusInitial ≥ 90 min, Final ≤ 24 h
SoundnessLe-Chatelier method & AutoclaveExpansion ≤ 10 mm (Le-Chatelier), ≤ 1% (Autoclave)
Compressive StrengthMortar cubes (50 mm), 1:3 cement to standard sand≥ 2.5 MPa (7 days), ≥ 5 MPa (28 days)
Air ContentMortar test≥ 6% air content
Water RetentionFlow test after suction on mortar≥ 60% of original flow
  • Standard sand used must conform to IS 650-1965.
  • Mortar mix ratio: 1 part masonry cement : 3 parts standard sand (by volume).

These tests ensure physical and mechanical properties meet the standard for durable masonry work.

?Is masonry cement under IS 3466 suitable for structural concrete or foundation work?

According to IS 3466:1988 and its amendments, masonry cement is explicitly NOT suitable for structural concrete or foundation work.

Key points from the code:

  • Clause 8.4 clearly states:

    "The words 'Not for structural concrete, flooring and foundation' shall be marked on each bag or package."

  • Masonry cement is designed primarily for masonry mortar applications like brickwork and plastering, not for load-bearing concrete.

Summary:

  • Do NOT use masonry cement for:
    • Structural concrete
    • Flooring
    • Foundation work

Use ordinary Portland cement (OPC) or other structural-grade cements conforming to IS 269 or IS 12269 for such applications.

Loading diagram...

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 3466. Get instant, clause-cited responses powered by our indexed library.

Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required