IS 3583 Part b1988AI Search Enabled✦ AI Generated

burnt clay paving bricks (BI-LINGUAL)

IS 3583 Part B (1988) specifies the requirements for burnt clay paving bricks used in pavements, heavy-duty floors, and industrial applications. It covers dimensions, tolerances, physical properties such as compressive strength, water absorption, and efflorescence, as well as sampling and testing methods. This standard is essential for manufacturers, engineers, and quality controllers to ensure durable, uniform, and high-quality paving bricks suitable for heavy wear and mechanical production processes.

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41Clauses Indexed
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1988Edition
Clay and Stabilized Soil Products for ConstructionCategory
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What This Standard Covers

IS 3583 Part B (1988) specifies the requirements for burnt clay paving bricks used in pavements, heavy-duty floors, and industrial applications. It covers dimensions, tolerances, physical properties such as compressive strength, water absorption, and efflorescence, as well as sampling and testing methods. This standard is essential for manufacturers, engineers, and quality controllers to ensure durable, uniform, and high-quality paving bricks suitable for heavy wear and mechanical production processes.

Who Uses This Standard

  • Civil Engineers
  • Construction Material Manufacturers
  • Quality Control Inspectors
  • Pavement Designers
  • Architects
  • Procurement Specialists
  • Laboratory Technicians

Key Topics Covered

Standard sizes and dimensional tolerances of paving bricks
Material and manufacturing requirements
Compressive strength criteria
Water absorption limits
Efflorescence rating and testing
Sampling procedures for conformity
Marking and identification of bricks
Measurement methods for dimensions
Quality control and inspection
Use of standard marks and licensing
Mechanical shaping and burning processes
Guidelines for uniform wear and durability

Table of Contents

1Scope

IS 3583 Part B: Scope - Key Specifications & Tables

1. Scope Summary:

  • Covers standard sizes and tolerances for paving bricks.
  • Bricks shall not have frogs (indentations).
  • Sampling and conformity follow IS 5454-1978.

2. Standard Dimensions (Clause 3.1):

Length (mm)Width (mm)Depth (mm)
1909090
1909040

3. Permissible Tolerances for 20 Bricks (Clause 3.2):

Dimension (mm)Total Tolerance (± mm)
19080
9040
4040

4. Additional Notes:

  • Tolerances apply to the aggregate of 20 bricks, not individual bricks.
  • Sampling and conformity testing as per IS 5454-1978 ensure quality control.
flowchart LR
    A[Standard Brick Sizes] --> B[Length: 190 mm]
    A --> C[Width: 90 mm]
    A --> D[Depth: 90 or 40 mm]
    E[Tolerances for 20 Bricks] --> F[Length ±80 mm]
    E --> G[Width ±40 mm]
    E --> H[Depth ±40 mm]
    I[Quality Control] --> J[Sampling per IS 5454-1978]

This ensures dimensional uniformity and quality for paving bricks as per IS 3583 Part B.

2Material and Manufacture

IS 3583 Part B: Material and Manufacture - Key Specifications

1. Dimensions (Clause 3.1)

Standard paving brick sizes (no frogs):

Length (mm)Width (mm)Depth (mm)
1909090
1909040

2. Tolerances (Clause 3.2)

Permissible total tolerance on dimensions for 20 bricks assembled in a row:

Dimension (mm)Tolerance (± mm)
19080
9040
4040

3. Measurement Procedure (Clause 3.2.1)

  • Select 20 or more whole bricks randomly.
  • Remove blisters, loose particles, and small projections.
  • Arrange bricks in a straight line in contact.
  • Measure total length with a steel tape in one stretch.
  • If impractical, divide into rows of 10 bricks and measure separately.
  • Sum all measurements to check tolerance.

Summary Diagram of Measurement Setup

flowchart LR
    A[Select 20 bricks] --> B[Remove defects]
    B --> C[Arrange bricks in line]
    C --> D[Measure total length with steel tape]
    D --> E{Is measurement possible in one stretch?}
    E -- Yes --> F[Check tolerance]
    E -- No --> G[Divide into rows of 10 bricks]
    G --> H[Measure each row separately]
    H --> I[Sum measurements]
    I --> F

This ensures bricks meet dimensional accuracy for quality paving applications.

3Dimensions and Tolerances

IS 3583 Part B: Dimensions and Tolerances for Paving Bricks

1. Standard Dimensions (Clause 3.1)

Length (mm)Width (mm)Depth (mm)
1909090
1909040
  • Bricks shall have smooth rectangular faces and sharp corners (Clause 2.2).
  • Frogs (indentations) are not allowed.

2. Tolerances on Dimensions (Clause 3.2)

Tolerances are specified for a sample of 20 bricks:

Dimension (mm)Total Tolerance (± mm)
190 (Length)80
90 (Width)40
40 (Depth)40

Notes:

  • Tolerances apply to the total of 20 bricks, not individual bricks.
  • This ensures better quality control during manufacture.
  • Dimensions and tolerances are aligned with IS 1077-1986 for modular bricks.
  • Measurements are in millimeters; strength values in N/mm².
  • Final test values should be rounded as per IS 2-1960 rules.

Summary Formula for Tolerance per Brick:

[ \text{Tolerance per brick} = \frac{\text{Total Tolerance for 20 bricks}}{20} ]

Example for Length:

[ \pm \frac{80}{20} = \pm 4 \text{ mm per brick} ]


flowchart LR
    A[Standard Brick Dimensions] --> B[Length: 190 mm]
    A --> C[Width: 90 mm]
    A --> D[Depth: 90 or 40 mm]
    E[Tolerances for 20 bricks] --> F[Length ±80 mm]
    E --> G[Width ±40 mm]
    E --> H[Depth ±40 mm]
    B --> I[Per Brick ±4 mm]
    C --> J[Per Brick ±2 mm]
    D --> K[Per Brick ±2 mm]

This ensures dimensional uniformity and quality in paving brick production.

4Physical Properties

IS 3583 Part B: Physical Properties & Dimensions of Paving Bricks

Key Specifications:

  • Standard Sizes (Clause 3.1):
Length (mm)Width (mm)Depth (mm)
1909090
1909040
  • Tolerance on Dimensions (Clause 3.2):
Dimension (mm)Total Tolerance for 20 bricks (mm)
190± 80
90± 40
40± 40

Measurement Procedure (Clause 3.2.1):

  • Select 20 or more bricks randomly.
  • Remove blisters, loose particles, and projections.
  • Arrange bricks in a straight line in contact.
  • Measure overall length with a steel tape in one stretch.
  • If impractical, divide into rows of 10 bricks and measure separately.
  • Sum all measurements for total length.

Summary:

  • Bricks must conform to specified sizes without frogs.
  • Measurement uses aggregate length of multiple bricks to check tolerances.
  • Tolerances are total allowable deviations for 20 bricks, ensuring dimensional consistency.
flowchart LR
    A[Select 20 bricks] --> B[Remove defects]
    B --> C[Arrange in line]
    C --> D{Measure length}
    D -->|One stretch| E[Record length]
    D -->|Impractical| F[Divide into 2 rows of 10]
    F --> G[Measure each row]
    G --> H[Sum lengths]
    E --> I[Check tolerance ± specified mm]
    H --> I

This ensures dimensional uniformity critical for paving brick performance.

5Sampling and Criteria for Conformity

IS 3583 Part B: Sampling and Criteria for Conformity

Key References:

  • Sampling and conformity criteria: As per IS 5454:1978 (Methods of sampling clay building bricks).
  • Efflorescence test: According to IS 3495 (Part 3):1976, the efflorescence rating must be nil (no visible efflorescence).

Sampling Procedure (IS 5454:1978):

  • Sample size depends on lot size.
  • Random sampling from different parts of the lot.
  • Number of bricks sampled is specified to ensure representativeness.

Criteria for Conformity:

  • Bricks must meet dimensional tolerances (length, width, height) as per IS 3583.
  • Efflorescence rating: Nil (no white salt deposits).
  • Physical and mechanical properties (compressive strength, water absorption) must comply with IS 3583 limits.

Dimensional Tolerances (Typical from IS 3583):

DimensionTolerance (mm)
Length±3
Width±3
Height±3

Summary Diagram: Sampling & Testing Flow

flowchart TD
    A[Lot of Bricks] --> B[Random Sampling as per IS 5454]
    B --> C[Dimensional Measurement]
    B --> D[Efflorescence Test (IS 3495 Part 3)]
    B --> E[Physical Tests (Strength, Absorption)]
    C --> F{Within Tolerance?}
    D --> G{Efflorescence Nil?}
    E --> H{Meets Strength & Absorption?}
    F & G & H --> I{All Yes?}
    I -->|Yes| J[Conformity Confirmed]
    I -->|No| K[Reject Lot / Re-test]

Note: For detailed sampling numbers and test procedures, refer directly to IS 5454:1978 and IS 3495 (Part 3):1976.

6Marking

IS 3583 Part B - Marking of Clay Building Bricks

Key Specifications for Marking (Clause 6.1 & 6.1.1)

  • Each brick shall be marked with the manufacturer's identification mark or initials.
  • The Standard Mark may also be applied, indicating compliance with BIS quality control.
  • Use of the Standard Mark is regulated by the Bureau of Indian Standards Act, 1986.
  • Marking ensures traceability and quality assurance under BIS supervision.

Measurement Tolerances (Clause 3.2)

Dimension (mm)Tolerance (± mm)
19080
9040
4040

Additional Notes

  • Marking must be clear and durable to withstand handling.
  • For licensing and conditions of Standard Mark use, contact BIS directly.
flowchart LR
    A[Brick Manufacture] --> B[Mark with Manufacturer ID]
    B --> C{Apply Standard Mark?}
    C -- Yes --> D[Ensure BIS License]
    C -- No --> E[Proceed with Identification Mark Only]
    D --> F[Continuous BIS Quality Checks]

This marking system ensures product authenticity and compliance with IS 3583 standards.

7Measurement Methods

IS 3583 Part B: Measurement Methods for Clay Building Bricks

Key Specifications & Procedures (Clause 3.2, 3.2.1)

  • Sample Size: Select 20 or more bricks randomly.
  • Preparation: Remove blisters, loose clay, and projections.
  • Arrangement: Place bricks in a straight line in contact (Fig. 1A, 1B, 1C).
  • Measurement: Use a steel tape or inextensible measure to record overall length in one stretch.
  • If impractical: Divide into rows of 10 bricks, measure separately, then sum.
  • No repeated short measurements allowed.

Tolerance Table (Clause 3.2)

Dimension (mm)Total Tolerance for 20 Bricks (mm)
190± 80
90± 40
40± 40

Notes on Marking (Clause 6.1.1)

  • Bricks may carry the Standard Mark ensuring compliance with BIS quality control and inspection.

Visual Measurement Concept (Fig. 1)

flowchart LR
    A[Select 20 bricks] --> B[Remove defects]
    B --> C[Arrange in straight line]
    C --> D[Measure overall length with steel tape]
    D --> E{Is measurement possible in one stretch?}
    E -- Yes --> F[Record length]
    E -- No --> G[Divide into rows of 10]
    G --> H[Measure each row]
    H --> I[Sum all measurements]
    F & I --> J[Check tolerance limits]

This ensures accurate dimensional verification as per IS 3583 Part B.

Popular Questions About IS 3583 Part b

?What are the standard sizes and permissible dimensional tolerances for burnt clay paving bricks under IS 3583 Part B?

IS 3583 Part B: Standard Sizes & Dimensional Tolerances for Burnt Clay Paving Bricks

Standard Sizes (Clause 3.1)

  • Length: 190 mm
  • Width: 90 mm
  • Height: 40 mm

Permissible Dimensional Tolerances (Clause 3.2)

Measured over a sample of 20 bricks:

DimensionPermissible Total Tolerance (± mm)
Length (190 mm)± 8.0 mm
Width (90 mm)± 4.0 mm
Height (40 mm)± 4.0 mm

Additional Notes:

  • Bricks must have smooth rectangular faces and sharp corners (Clause 2.2).
  • Dimensions are measured as the average of 20 bricks, not individual bricks.
  • These sizes align with modular brick sizes per IS 1077-1986.
  • Tolerances have been tightened in the 1975 revision for better uniformity.
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This ensures uniformity and quality control in manufacturing and use.

?What minimum compressive strength must paving bricks meet according to this standard?

According to IS 3583 Part b for burnt clay paving bricks:

  • The minimum average compressive strength must be 40 N/mm² (approximately 400 kgf/cm²).
  • This is tested as per IS 3495 (Part 1) - 1976.

Summary:

PropertyRequirement
Minimum Compressive Strength40 N/mm² (400 kgf/cm²)

This high compressive strength ensures suitability for heavy-duty pavements and industrial floors, providing resistance to heavy wear and steel-tyred traffic.


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Note: Ensure bricks also meet other criteria like dimensions, water absorption, and efflorescence as per the standard.

?How is water absorption tested and what is the maximum allowable percentage?

Water Absorption Test as per IS 3583 Part B:

  • Standard Reference: IS 3495 (Part 2) - 1976 (Methods of tests for clay building bricks: Determination of water absorption).

  • Procedure:

    • Immerse brick samples in cold water for 24 hours.
    • Measure the weight before and after immersion.
    • Calculate water absorption as percentage increase in weight.
  • Formula:

    [ \text{Water Absorption %} = \frac{\text{Weight after immersion} - \text{Dry weight}}{\text{Dry weight}} \times 100 ]

  • Maximum Allowable Water Absorption:
    5% by weight after 24 hours immersion.

This ensures bricks have adequate durability and resistance to moisture ingress.

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?What procedures are specified for sampling bricks to ensure conformity?

Sampling Procedure for Bricks (IS 3583 Part b)

  • Sample Size: Select 20 or more whole bricks randomly from the batch (size depends on stack size).
  • Preparation: Remove blisters, loose clay particles, and small projections.
  • Arrangement: Place bricks in a straight line, in contact, on a level surface as per Fig. 1A, 1B, 1C for length, width, and height measurement.
  • Measurement:
    • Use a steel tape or suitable inextensible measure long enough to measure the entire row at once.
    • Repeated application of short rules is not permitted.
    • If impractical to measure all at once, divide into rows of 10 bricks each, measure separately, then sum.
  • Purpose: Ensures dimensional conformity and uniformity of bricks.

This procedure guarantees representative sampling and accurate dimensional verification per IS 3583 Part b.

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?How is efflorescence evaluated and what rating is acceptable for paving bricks?

Evaluation of Efflorescence (IS 3583 Part b, Clause 4.3):

  • Efflorescence on paving bricks is tested as per IS 3495 (Part 3) - 1976, which describes the procedure for determining soluble salt deposits.
  • The test involves exposing bricks to water and drying cycles to observe salt crystallization on the surface.
  • Rating: The standard requires the efflorescence rating to be nil (no visible salt deposits).

Acceptable Rating:

  • Nil efflorescence is mandatory for paving bricks to ensure durability and aesthetic quality.

Summary Table:

ParameterRequirement
Test MethodIS 3495 (Part 3) - 1976
Efflorescence RatingNil (No visible deposits)

Key Point: Bricks showing any visible efflorescence fail the IS 3583 Part b standard for paving bricks.

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