IS 3583 PART B1988AI Search Enabled✦ AI Generated

burnt clay paving bricks (BI-LINGUAL)
1988 Edition

The 1988 edition of IS 3583 Part B outlines the criteria for burnt clay paving bricks utilized in pavements, heavy-duty flooring, and industrial settings. It details the bricks' dimensions, allowable variations, physical characteristics including compressive strength, water absorption, and efflorescence, alongside the prescribed sampling and testing protocols. This standard is crucial for producers, engineers, and inspectors to guarantee consistent, robust, and high-quality bricks fit for demanding applications and mechanical fabrication.

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

The 1988 edition of IS 3583 Part B outlines the criteria for burnt clay paving bricks utilized in pavements, heavy-duty flooring, and industrial settings. It details the bricks' dimensions, allowable variations, physical characteristics including compressive strength, water absorption, and efflorescence, alongside the prescribed sampling and testing protocols. This standard is crucial for producers, engineers, and inspectors to guarantee consistent, robust, and high-quality bricks fit for demanding applications and mechanical fabrication.

Who Uses This Standard

  • Structural Engineers
  • Manufacturers of Construction Materials
  • Quality Assurance Inspectors
  • Pavement Design Specialists
  • Building Architects
  • Procurement Officers
  • Testing Laboratory Personnel

Key Topics Covered

Defined standard dimensions and dimensional allowances for paving bricks
Material composition and manufacturing prerequisites
Compressive strength requirements
Limits on water absorption
Efflorescence assessment and testing methodologies
Sampling techniques to verify compliance
Identification and marking protocols for bricks
Measurement procedures for dimensional accuracy
Inspection and quality control processes
Utilization of standard certification marks and licensing
Mechanical molding and firing processes
Recommendations for durability and uniform wear

Table of Contents

1Scope and Applicability

Overview of IS 3583 Part B: Scope and Specifications

1. Scope Description:

  • Specifies the standard dimensions and permissible variations for burnt clay paving bricks.
  • Bricks must be free from frogs (indentations).
  • Sampling and compliance criteria are aligned with IS 5454-1978.

2. Standard Brick Dimensions (Clause 3.1):

Length (mm)Width (mm)Thickness (mm)
1909090
1909040

3. Allowed Tolerances (Clause 3.2) for a Batch of 20 Bricks:

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

4. Important Points:

  • These tolerances apply collectively to 20 bricks, not individually.
  • Sampling and quality checks follow IS 5454-1978 requirements.
flowchart LR
    A[Standard Brick Dimensions] --> B[Length: 190 mm]
    A --> C[Width: 90 mm]
    A --> D[Thickness: 90 or 40 mm]
    E[Tolerances for 20 Bricks] --> F[Length ±80 mm]
    E --> G[Width ±40 mm]
    E --> H[Thickness ±40 mm]
    I[Quality Assurance] --> J[Sampling as per IS 5454-1978]

This framework ensures dimensional consistency and quality for paving bricks under IS 3583 Part B.

2Material Characteristics and Production Methods

IS 3583 Part B: Material Specifications and Manufacturing Guidelines

1. Dimensions (Clause 3.1):

Standard sizes for paving bricks without frogs:

Length (mm)Width (mm)Thickness (mm)
1909090
1909040

2. Dimension Tolerances (Clause 3.2):

Permissible cumulative tolerance for 20 bricks aligned in a row:

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

3. Measurement Procedure (Clause 3.2.1):

  • Randomly select 20 or more intact bricks.
  • Eliminate surface defects such as blisters and loose particles.
  • Arrange bricks edge to edge in a straight line.
  • Measure total length using a steel tape in one continuous stretch.
  • If a single measurement isn’t feasible, split into rows of 10 bricks and measure separately.
  • Sum the measurements to verify tolerance compliance.

Diagram Illustrating Measurement Approach

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

This ensures dimensional precision for paving bricks suitable for their intended use.

3Dimensions and Allowable Deviations

IS 3583 Part B: Dimensional Standards and Allowance Criteria

1. Standard Brick Dimensions (Clause 3.1):

Length (mm)Width (mm)Thickness (mm)
1909090
1909040
  • Bricks must have smooth, rectangular surfaces and well-defined edges (Clause 2.2).
  • Frogs or indentations on bricks are prohibited.

2. Dimension Tolerances (Clause 3.2):

Tolerances apply to the combined length of 20 bricks:

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

Additional Information:

  • Tolerances are for combined bricks, which improves manufacturing quality control.
  • Dimensions and tolerances correlate with modular brick specifications per IS 1077-1986.
  • Measurements are expressed in millimeters; strength parameters follow N/mm².
  • Final test values are rounded as per IS 2-1960 guidelines.

Calculation of Per Brick Tolerance:

[ \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[Thickness: 90 or 40 mm]
    E[Tolerances for 20 bricks] --> F[Length ±80 mm]
    E --> G[Width ±40 mm]
    E --> H[Thickness ±40 mm]
    B --> I[±4 mm per brick]
    C --> J[±2 mm per brick]
    D --> K[±2 mm per brick]

This ensures consistent dimensional standards in brick manufacturing.

4Physical Characteristics

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

Key Specifications:

  • Standard Sizes (Clause 3.1):
Length (mm)Width (mm)Thickness (mm)
1909090
1909040
  • Tolerance Limits (Clause 3.2):
Dimension (mm)Total Tolerance for 20 bricks (± mm)
19080
9040
4040

Measurement Steps (Clause 3.2.1):

  • Randomly select a minimum of 20 bricks.
  • Remove surface imperfections like blisters and loose particles.
  • Align bricks in a straight, contiguous line.
  • Measure the total length with a steel tape in one stretch.
  • If one stretch measurement is not possible, separate into two rows of 10 bricks and measure each.
  • Add lengths to confirm total measurement.

Summary:

  • Bricks must adhere to the prescribed sizes without frogs.
  • Measurement is based on combined length of a brick sample to verify tolerance adherence.
  • Tolerances represent the maximum permissible deviations over 20 bricks, ensuring dimensional uniformity.
flowchart LR
    A[Select 20 bricks] --> B[Remove surface defects]
    B --> C[Arrange bricks in line]
    C --> D{Measure total length}
    D -->|Single stretch| E[Record measurement]
    D -->|Not possible| F[Split into two rows of 10]
    F --> G[Measure each row]
    G --> H[Sum lengths]
    E --> I[Verify tolerance ± specified mm]
    H --> I

This guarantees critical dimensional consistency for performance in paving applications.

5Sampling Methods and Acceptance Criteria

IS 3583 Part B: Sampling Protocols and Compliance Standards

Relevant Standards:

  • Sampling and acceptance are governed by IS 5454:1978 (Sampling methods for clay building bricks).
  • Efflorescence testing follows IS 3495 (Part 3):1976, requiring no visible efflorescence.

Sampling Approach (IS 5454:1978):

  • Sample size varies with total lot quantity.
  • Random sampling is conducted from various sections of the brick lot.
  • The number of bricks sampled ensures a representative sample.

Compliance Requirements:

  • Dimensional measurements must fall within tolerances specified in IS 3583.
  • Efflorescence rating must be zero (no salt deposits visible).
  • Physical and mechanical properties such as compressive strength and water absorption must meet IS 3583 limits.

Typical Dimensional Tolerances from IS 3583:

DimensionAllowed Deviation (± mm)
Length3
Width3
Thickness3

Sampling and Testing Workflow

flowchart TD
    A[Brick Lot] --> B[Random Sampling (IS 5454)]
    B --> C[Dimensional Verification]
    B --> D[Efflorescence Test (IS 3495 Part 3)]
    B --> E[Physical Property Tests (Strength, Absorption)]
    C --> F{Within Tolerances?}
    D --> G{Efflorescence Nil?}
    E --> H{Pass Strength & Absorption?}
    F & G & H --> I{All Comply?}
    I -->|Yes| J[Lot Accepted]
    I -->|No| K[Lot Rejected or Retested]

Note: Detailed sampling numbers and test procedures should be consulted directly from IS 5454:1978 and IS 3495 (Part 3):1976.

6Brick Identification and Marking

IS 3583 Part B: Marking Requirements for Burnt Clay Bricks

Marking Guidelines (Clause 6.1 & 6.1.1):

  • Every brick must bear the manufacturer's identification mark or initials.
  • The BIS Standard Mark may be affixed to bricks that meet quality standards.
  • Usage of the Standard Mark is governed by the Bureau of Indian Standards Act, 1986.
  • Marking provides traceability and indicates conformity to BIS quality inspections.

Dimension Tolerances (Clause 3.2):

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

Additional Information:

  • Markings must be legible and durable to withstand handling.
  • For licensing and Standard Mark usage, contact BIS authorities.
flowchart LR
    A[Brick Production] --> B[Apply Manufacturer ID Mark]
    B --> C{Include Standard Mark?}
    C -- Yes --> D[Confirm BIS Licensing]
    C -- No --> E[Apply Only Manufacturer Mark]
    D --> F[Ongoing BIS Quality Monitoring]

This system ensures authenticity and compliance with IS 3583 standards.

7Measurement Techniques for Brick Dimensions

IS 3583 Part B: Procedures for Measuring Clay Building Bricks

Key Steps and Requirements (Clauses 3.2, 3.2.1):

  • Sample: Randomly select 20 or more bricks.
  • Preparation: Remove blisters, loose clay, and minor surface projections.
  • Arrangement: Position bricks in a straight line, touching each other (refer to figures 1A, 1B, 1C).
  • Measurement: Use a steel tape or non-stretchable measuring tool to record the total length in one continuous measurement.
  • If not feasible: Divide into two rows of 10 bricks, measure each separately, then add the lengths.
  • Repeated short measurements are not allowed.

Tolerance Table (Clause 3.2):

Dimension (mm)Total Allowable Deviation for 20 bricks (± mm)
19080
9040
4040

Marking Notes (Clause 6.1.1):

  • Bricks may carry the BIS Standard Mark, indicating adherence to quality control and inspection protocols.

Visual Summary of Measurement Process (Fig. 1):

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

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

Popular Questions About IS 3583 PART B

?What are the prescribed sizes and allowable dimensional tolerances for burnt clay paving bricks as per IS 3583 Part B?

IS 3583 Part B: Specified Dimensions and Tolerance Limits for Burnt Clay Paving Bricks

Standard Dimensions (Clause 3.1):

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

Allowed Dimensional Deviations (Clause 3.2) measured over a sample of 20 bricks:

DimensionPermissible Total Tolerance (± mm)
Length±8.0 mm
Width±4.0 mm
Thickness±4.0 mm

Additional Details:

  • Bricks should have smooth rectangular surfaces and sharp edges (Clause 2.2).
  • Measurements are averaged over 20 bricks, not taken individually.
  • Dimensions conform to modular brick sizes per IS 1077-1986.
  • The 1975 revision tightened tolerances to improve uniformity.
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These specifications ensure uniformity and quality in production and application.

?What is the minimum compressive strength required for burnt clay paving bricks according to IS 3583 Part B?

Per IS 3583 Part B for burnt clay paving bricks:

  • The minimum average compressive strength required is 40 N/mm² (approximately 400 kgf/cm²).
  • Testing is conducted following the procedures in IS 3495 (Part 1) - 1976.

Summary:

PropertyMinimum Requirement
Compressive Strength40 N/mm² (400 kgf/cm²)

This strength rating ensures the bricks are suitable for heavy-duty pavements and industrial flooring, resisting wear and heavy mechanical loads.


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Note: Bricks must also satisfy other criteria such as dimensions, water absorption, and efflorescence.

?How is water absorption measured for burnt clay paving bricks and what is the maximum permissible limit?

Water Absorption Test Procedure (IS 3583 Part B):

  • Refer to IS 3495 (Part 2) - 1976 for testing methods.

  • Procedure:

    • Immerse brick samples in cold water for 24 hours.
    • Weigh bricks before and after immersion.
    • Calculate water absorption as the percentage increase in weight.
  • Calculation formula:

    [ \text{Water Absorption (5)} = \frac{\text{Weight after immersion} - \text{Dry weight}}{\text{Dry weight}} \times 100 ]

  • Maximum allowable water absorption is 5% by weight after 24 hours immersion.

This ensures durability and resistance to moisture penetration.

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?What is the recommended sampling procedure for burnt clay paving bricks to ensure they meet the IS 3583 Part B standard?

Sampling Methodology for Burnt Clay Paving Bricks (IS 3583 Part B):

  • Sample at least 20 whole bricks randomly from the batch, with sample size depending on the total lot size.
  • Remove surface defects such as blisters, loose particles, and projections.
  • Arrange bricks in a straight line, ensuring they are in contact, on a flat surface as illustrated in figures 1A, 1B, and 1C for length, width, and thickness measurements.
  • Measure dimensions using a steel tape or suitable non-stretchable measuring tool in a single continuous measurement.
  • If measuring all bricks at once is impractical, divide into two rows of 10 bricks and measure each row separately, then sum the lengths.
  • This method guarantees dimensional uniformity and conformity with IS 3583 Part B.
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?How is efflorescence evaluated on burnt clay paving bricks and what rating is deemed acceptable as per the standard?

Efflorescence Testing and Acceptance Criteria (IS 3583 Part B, Clause 4.3):

  • Conducted according to IS 3495 (Part 3) - 1976, which involves exposing bricks to cycles of water immersion and drying.
  • The test checks for the presence of soluble salt deposits on brick surfaces.
  • An acceptable rating is nil, meaning no visible efflorescence should be present.

Summary Table:

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

Key Point: Bricks exhibiting any visible efflorescence fail the standard, ensuring aesthetic and structural durability.

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