IS 5454:1978 specifies standardized methods for sampling clay building bricks, including solid, hollow, and perforated types, to assess their conformity with relevant quality specifications. It provides detailed procedures for selecting representative samples from lots, and criteria for evaluating visual, dimensional, and physical characteristics such as compressive strength, water absorption, and warpage. This standard is essential for manufacturers, quality control engineers, and construction professionals involved in brick production, testing, and procurement to ensure consistent product quality and compliance.
Overview
IS 5454:1978 specifies standardized methods for sampling clay building bricks, including solid, hollow, and perforated types, to assess their conformity with relevant quality specifications. It provides detailed procedures for selecting representative samples from lots, and criteria for evaluating visual, dimensional, and physical characteristics such as compressive strength, water absorption, and warpage. This standard is essential for manufacturers, quality control engineers, and construction professionals involved in brick production, testing, and procurement to ensure consistent product quality and compliance.
Audience
Contents
Structure
IS 5454: Scope - Key Sampling & Conformity Specifications
| Lot Size (No. of bricks) | Sample Size (Individual bricks) | Permissible Defectives | Sample Size (Groups of 20 bricks) |
|---|---|---|---|
| 2,001 to 10,000 | 20 | 1 | 40 |
| 10,001 to 35,000 | 32 | 2 | 60 |
| 35,001 to 50,000 | 50 | 3 | 80 |
| Lot Size (No. of bricks) | Sample Size (for compressive strength, breaking load, etc.) | Permissible Defectives (Efflorescence) | Sample Size (Warpage) | Permissible Defectives (Warpage) |
|---|---|---|---|---|
| 2,001 to 10,000 | 5 | 0 | 10 | 0 |
| 10,001 to 35,000 | 10 | 0 | 20 | 1 |
| 35,001 to 50,000 | 15 | 1 | 30 | 2 |
flowchart TD
A[Lot Size] --> B{2,001 to 10,000}
A --> C{10,001 to 35,000}
A --> D{35,001 to 50,000}
B --> E[Visual Sample: 20 bricks, Defectives ≤ 1]
B --> F
IS 5454 - Definitions & Sampling Specifications
| Lot Size (No. of bricks) | Sample Size for Physical Tests<br>(Compressive Strength, Breaking Load, etc.) | Permissible Defectives for Efflorescence | Sample Size for Warpage | Permissible Defectives for Warpage |
|---|---|---|---|---|
| 2,001 to 10,000 | 5 | 0 | 10 | 0 |
| 10,001 to 35,000 | 10 | 0 | 20 | 1 |
| 35,001 to 50,000 | 15 | 1 | 30 | 2 |
| Lot Size (No. of bricks) | Sample Size for Visual & Dimensional (Individual Brick) | Permissible Defectives (Visual) | Sample Size for Dimensional (Groups of 20 bricks) |
|---|---|---|---|
| 2,001 to 10,000 | 20 | 1 | 40 |
| 10,001 to 35,000 | 32 | 2 | 60 |
| 35,001 to 50,000 | 50 | 3 | 80 |
flowchart TD
A[Lot Size] --> B{Lot Size Range}
B -->|2,001-10,000| C[Sample Size: 5 (Physical), 20 (Visual)]
B -->|10,001-35,000| D[Sample Size: 10 (Physical), 32 (Visual)]
B -->|35,001-50,000| E[Sample Size: 15 (Physical), 50 (Visual)]
IS 5454: Methods of Sampling for Bricks
Sampling Methods (Clause 3.1):
Sampling from Lorries/Trucks (Clause 3.2.3):
Average Definition (Clause 2.4): [ \text{Average} = \frac{\sum \text{observations}}{\text{number of observations}} ]
Scale of Sampling (Clause 4.1.1):
| Lot Size (No. of Bricks) | No. of Bricks for Visual Inspection | No. of Bricks for Dimensional Check |
|---|---|---|
| Up to 500 | 20 | 5 |
| 501 to 1000 | 30 | 8 |
| 1001 to 5000 | 50 | 10 |
| Above 5000 | 80 | 15 |
(Note: Refer IS 5454 Table 1 for exact values.)
flowchart TD
A[Start Sampling] --> B{Is lot from multiple trucks?}
B -- Yes --> C[Select bricks equally from ≥10 trucks]
B -- No --> D[Select bricks from lot as per Table 1]
C --> E[Apply Random/Stratified Sampling]
D --> E
IS 5454: Scale of Sampling & Criteria for Conformity (Visual & Dimensional Characteristics)
| Lot Size (No. of bricks) | Sample Size (Individual Brick) | Permissible Defectives (Visual) | Sample Size (Dimensional, per 20 bricks) |
|---|---|---|---|
| 2,001 to 10,000 | 20 | 1 | 40 |
| 10,001 to 35,000 | 32 | 2 | 60 |
| 35,001 to 50,000 | 50 | 3 | 80 |
| Lot Size | Sample Size (Visual & Dimensional) | Max Defectives Allowed |
|-----------------|-----------------------------------|-----------------------|
| 2,001 - 10,000 | 20 | 1 |
| 10,001 - 35,000 | 32 | 2 |
| 35,001 - 50,000 | 50 | 3 |
This ensures quality control by statistically verifying batches for visual and dimensional conformity.
IS 5454: Scale of Sampling & Criteria for Conformity for Physical Characteristics
| Lot Size (No. of bricks) | Sample Size (for compressive strength, breaking load, transverse strength, bulk density, water absorption, efflorescence) | Permissible No. of Defectives for Efflorescence | Sample Size for Warpage | Permissible No. of Defectives for Warpage |
|---|---|---|---|---|
| 2,001 to 10,000 | 5 | 0 | 10 | 0 |
| 10,001 to 35,000 | 10 | 0 | 20 | 1 |
| 35,001 to 50,000 | 15 | 1 | 30 | 2 |
| Lot Size (No. of bricks) | No. of Bricks Selected (Visual - Individual) | Permissible Defectives (Visual) | No. of Bricks Selected (Dimensional - Group of 20 bricks) |
|---|---|---|---|
| 2,001 to 10,000 | 20 | 1 | 40 |
| 10,001 to 35,000 | 32 | 2 | 60 |
| 35,001 to 50,000 | 50 | 3 | 80 |
IS 5454: Reporting and Interpretation of Results - Key Points
| Lot Size | Sample Size for Physical Tests<br>(Compressive Strength, Breaking Load, etc.) | Permissible Defectives for Efflorescence | Sample Size for Warpage | Permissible Defectives for Warpage |
|---|---|---|---|---|
| 2,001 to 10,000 | 5 | 0 | 10 | 0 |
| 10,001 to 35,000 | 10 | 0 | 20 | 1 |
| 35,001 to 50,000 | 15 | 1 | 30 | 2 |
Note: For lots ≤ 2,000 bricks, sampling is by mutual agreement.
| Lot Size | No. of Bricks Selected (Individual Characteristics) | Permissible No. of Defectives | No. of Bricks Selected (Group of 20 for Dimensional) |
|---|---|---|---|
| 2,001 to 10,000 | 20 | 1 | 40 |
| 10,001 to 35,000 | 32 | 2 | 60 |
| 35,001 to 50,000 | 50 | 3 | 80 |
[ \text{Average} = \frac{\sum \text{Observations}}{\text{Number of Observations}} ]
flowchart TD
A[Select Lot Size] --> B{Determine Sample Size}
B --> C[Perform Physical Tests]
B --> D[Perform Visual & Dimensional Tests]
C --> E{Check Defectives ≤ Permissible?}
D --> F{Check Defectives ≤ Permissible?}
IS 5454: Notes on Sampling from Transport Vehicles
Clause 3.2.3: Sampling from Lorries/Trucks
Clause 3.2.1: Sampling in Motion
Clause 3.1: Sampling Methods
[ \text{Average} = \frac{\sum \text{Observations}}{\text{Number of Observations}} ]
| Parameter | Requirement |
|---|---|
| Minimum number of vehicles | ≥ 10 |
| Sampling method | Random or Stratified (IS 4905-1968) |
| Sampling timing | During motion (loading/unloading) |
| Portions per lot | ≥ 10 |
| Bricks per vehicle | Equal number from each vehicle |
flowchart LR
A[Start Sampling] --> B{Are bricks moving?}
B -- Yes --> C[Divide lot into ≥10 portions]
C --> D[Draw equal bricks at intervals]
B -- No --> E[Random or Stratified Sampling]
D --> F[Sample from ≥10 vehicles]
E --> F
F --> G[Perform inspection & testing]
This ensures representativeness and conformity in brick quality inspection per IS 5454.
IS 5454: Key Tables & Sampling Specifications (Annexures)
| Lot Size | Sample Size (for compressive strength, breaking load, transverse strength, bulk density, water absorption, efflorescence) | Permissible No. of Defectives | Sample Size for Warpage | Permissible No. of Defectives for Warpage |
|---|---|---|---|---|
| 2,001 to 10,000 | 5 | 0 | 10 | 0 |
| 10,001 to 35,000 | 10 | 0 | 20 | 1 |
| 35,001 to 50,000 | 15 | 1 | 30 | 2 |
This table ensures quality control by defining sample sizes and acceptable defect limits for brick physical characteristics per IS 5454.
Frequently Asked
IS 5454 (1978) prescribes methods for sampling clay building bricks to ensure representative and reliable testing.
This approach ensures the sample reflects the overall quality of the batch for strength, dimension, and durability testing.
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Sampling bricks for visual and dimensional inspection as per IS 5454:
Summary:
| Lot Size (No. of Bricks) | No. of Bricks for Visual Inspection (Col 2) | No. of Bricks for Dimensional Inspection (Individual) (Col 2) | No. of Bricks for Dimensional Inspection (Group of 20) (Col 4) |
|---|---|---|---|
| Refer to Table 1 in IS 5454 | As per lot size | As per lot size | As per lot size |
Note: The exact numbers depend on lot size; consult Table 1 in IS 5454 for precise values.
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In brief: Sample size depends on lot size and inspection type; always sample from at least 10 portions, evenly distributed. Check Table 1 of IS 5454 for exact numbers
IS 5454: Permissible Limits for Defects (Efflorescence & Warpage)
According to Clause 5.2.3 and Table 2:
| Lot Size (No. of Bricks) | Sample Size for Efflorescence & Physical Tests | Permissible No. of Defectives for Efflorescence | Sample Size for Warpage | Permissible No. of Defectives for Warpage |
|---|---|---|---|---|
| 2,001 to 10,000 | 5 | 0 | 10 | 0 |
| 10,001 to 35,000 | 10 | 0 | 20 | 1 |
| 35,001 to 50,000 | 15 | 1 | 30 | 2 |
Summary:
This ensures quality control by limiting defective bricks in each lot.
Assessment of Conformity for Compressive Strength (IS 5454):
| Parameter | Requirement |
|---|---|
| Average compressive strength | ≥ specified minimum |
| Individual brick strength | ≥ 80% of specified minimum |
| Excess values for averaging | Limited to upper class limit |
This ensures uniform quality and reliability of bricks in structural use.
IS 5454 specifies sampling and conformity criteria for solid, hollow, and perforated burnt clay bricks but does not prescribe different testing procedures for each type explicitly.
Key points:
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For exact sample sizes and criteria, consult Table 2 and related material specs linked in IS 5454.
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