IS 54541978AI Search Enabled✦ AI Generated

Methods of sampling of clay building bricks

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.

8Sections
102Clauses Indexed
AI Search Ready
1978Edition
Clay and Stabilized Soil Products for ConstructionCategory
Alternative search terms: IS 5454 PDF, IS 5454 pdf free download, IS 5454 free download pdf, IS5454 PDF, IS-5454 PDF, IS 5454 1978 PDF, IS 5454:1978 PDF, IS 5454-1978 PDF, IS 5454 (1978) PDF, IS 5454 1978 edition PDF, IS 5454 edition 1978 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Quality Control Engineers
  • Brick Manufacturers
  • Construction Material Inspectors
  • Laboratory Technicians
  • Procurement Specialists
  • Civil Engineers
  • Building Material Testers

Key Topics Covered

Sampling methods for clay bricks
Visual characteristic inspection
Dimensional characteristic evaluation
Physical property testing (compressive strength, breaking load)
Criteria for conformity and permissible defectives
Sampling scales based on lot size
Testing for water absorption and efflorescence
Assessment of brick warpage
Random sampling procedures
Handling of solid, hollow, and perforated bricks
Lot acceptance criteria
Rounding off numerical test results

Table of Contents

1Scope

IS 5454: Scope - Key Sampling & Conformity Specifications

Scope Summary:

  • Applies to sampling and testing of bricks for physical, visual, and dimensional characteristics.
  • Sampling sizes and permissible defectives depend on lot size.
  • For lots ≤ 2000 bricks, sampling is by agreement between purchaser and supplier.

1. Sampling for Visual & Dimensional Characteristics (Table 1, Clause 4.2)

Lot Size (No. of bricks)Sample Size (Individual bricks)Permissible DefectivesSample Size (Groups of 20 bricks)
2,001 to 10,00020140
10,001 to 35,00032260
35,001 to 50,00050380

2. Sampling for Physical Characteristics (Table 2, Clause 5.2.3)

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 10,00050100
10,001 to 35,000100201
35,001 to 50,000151302

Notes:

  • Test results rounding as per IS 2:1960.
  • Sampling ensures quality control based on lot size and defect tolerance.

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
2Definitions

IS 5454 - Definitions & Sampling Specifications

Key Definitions (Clause 2.0)

  • Standard definitions apply for bricks, characteristics, defects, etc., as per IS 5454.
  • Sampling and conformity criteria are based on lot size.

Sampling & Conformity Tables

Lot Size (No. of bricks)Sample Size for Physical Tests<br>(Compressive Strength, Breaking Load, etc.)Permissible Defectives for EfflorescenceSample Size for WarpagePermissible Defectives for Warpage
2,001 to 10,00050100
10,001 to 35,000100201
35,001 to 50,000151302

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 10,00020140
10,001 to 35,00032260
35,001 to 50,00050380

Notes

  • For lots ≤ 2,000 bricks, sampling is by mutual agreement.
  • Test results rounding as per IS 2:1960.

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)]
   
3Methods of Sampling

IS 5454: Methods of Sampling for Bricks

Key Points from IS 5454:

  • Sampling Methods (Clause 3.1):

    • (a) Random Sampling
    • (b) Stratified Sampling (per IS: 4905-1968)
  • Sampling from Lorries/Trucks (Clause 3.2.3):

    • Sample bricks must be drawn from at least 10 lorries/trucks (if possible).
    • Equal number of bricks from each vehicle to meet total sample size.
  • Average Definition (Clause 2.4): [ \text{Average} = \frac{\sum \text{observations}}{\text{number of observations}} ]

  • Scale of Sampling (Clause 4.1.1):

    • Number of bricks selected depends on lot size.
    • Use Table 1 for:
      • Visual characteristics (columns 1 & 2)
      • Dimensional characteristics (columns 1 & 4) if specified.
    • Sampling follows methods in Clause 3.

Typical Sampling Table Format (Example):

Lot Size (No. of Bricks)No. of Bricks for Visual InspectionNo. of Bricks for Dimensional Check
Up to 500205
501 to 1000308
1001 to 50005010
Above 50008015

(Note: Refer IS 5454 Table 1 for exact values.)


Summary:

  • Use random or stratified sampling.
  • Draw samples from multiple vehicles if bricks come from trucks.
  • Determine sample size based on lot size using Table 1.
  • Calculate averages for test results as per Clause 2.4.
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
4Scale of Sampling and Criteria for Conformity for Visual and Dimensional Characteristics

IS 5454: Scale of Sampling & Criteria for Conformity (Visual & Dimensional Characteristics)

1. Sampling & Acceptance Criteria (Clause 4.2 & Table 1)

Lot Size (No. of bricks)Sample Size (Individual Brick)Permissible Defectives (Visual)Sample Size (Dimensional, per 20 bricks)
2,001 to 10,00020140
10,001 to 35,00032260
35,001 to 50,00050380
  • If defective bricks ≤ permissible number → Lot accepted.
  • If defective bricks > permissible number → Lot rejected.
  • For lots ≤ 2,000 bricks, sampling is by mutual agreement.

2. Dimensional Characteristics (Clause 4.3.1)

  • Same sampling & acceptance criteria as visual characteristics for individual bricks.

3. Sampling from Trucks (Clause 3.2.3)

  • Sample bricks should be taken from at least 10 trucks, equal number from each.

Summary Table for Visual & Dimensional Sampling

| 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.

5Scale of Sampling and Criteria for Conformity for Physical Characteristics

IS 5454: Scale of Sampling & Criteria for Conformity for Physical Characteristics


1. Sampling for Physical Characteristics (Clause 5.2.3, Table 2)

Lot Size (No. of bricks)Sample Size (for compressive strength, breaking load, transverse strength, bulk density, water absorption, efflorescence)Permissible No. of Defectives for EfflorescenceSample Size for WarpagePermissible No. of Defectives for Warpage
2,001 to 10,00050100
10,001 to 35,000100201
35,001 to 50,000151302
  • For lots ≤ 2000 bricks, sampling is by mutual agreement.

2. Sampling for Visual & Dimensional Characteristics (Clause 4.2, Table 1)

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 10,00020140
10,001 to 35,00032260
35,001 to 50,00050380
  • For dimensional characteristics, bricks are divided into groups of 20; all groups must meet specs.

3. Sampling from Trucks (Clause 3.2.3)

  • Sample bricks must be taken from ≥10 trucks, equally distributed, to ensure representativeness.

Summary:

  • Sample size and permissible defectives increase with lot size.
  • Visual and dimensional inspections have separate sampling criteria.
  • Physical tests include strength, density, absorption, efflorescence, and warpage.

6Reporting and Interpretation of Results

IS 5454: Reporting and Interpretation of Results - Key Points


1. Rounding Off Results

  • Follow IS:2-1960 for rounding off final observed or calculated values.

2. Sampling & Criteria for Conformity

Lot SizeSample Size for Physical Tests<br>(Compressive Strength, Breaking Load, etc.)Permissible Defectives for EfflorescenceSample Size for WarpagePermissible Defectives for Warpage
2,001 to 10,00050100
10,001 to 35,000100201
35,001 to 50,000151302

Note: For lots ≤ 2,000 bricks, sampling is by mutual agreement.


3. Visual & Dimensional Characteristics Sampling

Lot SizeNo. of Bricks Selected (Individual Characteristics)Permissible No. of DefectivesNo. of Bricks Selected (Group of 20 for Dimensional)
2,001 to 10,00020140
10,001 to 35,00032260
35,001 to 50,00050380

4. Average Calculation

[ \text{Average} = \frac{\sum \text{Observations}}{\text{Number of Observations}} ]


Summary Flow for Reporting

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?}
7Notes on Sampling from Transport Vehicles

IS 5454: Notes on Sampling from Transport Vehicles

Key Specifications & Methods

  • Clause 3.2.3: Sampling from Lorries/Trucks

    • Sample bricks must be drawn from not less than 10 lorries/trucks (if possible).
    • Equal number of bricks are taken from each vehicle to meet total sample size.
  • Clause 3.2.1: Sampling in Motion

    • Sample bricks should be taken while bricks are moving (loading/unloading).
    • Divide the lot into ≥10 portions.
    • Draw approximately equal bricks from each portion at regular intervals.
  • Clause 3.1: Sampling Methods

    • Use either:
      • Random Sampling
      • Stratified Sampling as per IS 4905-1968.

Sampling Formula for Average (Clause 2.4)

[ \text{Average} = \frac{\sum \text{Observations}}{\text{Number of Observations}} ]


Summary Table for Sampling from Vehicles

ParameterRequirement
Minimum number of vehicles≥ 10
Sampling methodRandom or Stratified (IS 4905-1968)
Sampling timingDuring motion (loading/unloading)
Portions per lot≥ 10
Bricks per vehicleEqual 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.

8Annexures and Tables

IS 5454: Key Tables & Sampling Specifications (Annexures)

Table 2: Scale of Sampling & Criteria for Physical Characteristics

Lot SizeSample Size (for compressive strength, breaking load, transverse strength, bulk density, water absorption, efflorescence)Permissible No. of DefectivesSample Size for WarpagePermissible No. of Defectives for Warpage
2,001 to 10,00050100
10,001 to 35,000100201
35,001 to 50,000151302
  • Note: For lots ≤ 2000 bricks, sampling is by mutual agreement.

Key Points:

  • Warpage defects must not exceed permissible defectives in column 5.
  • Sampling covers physical tests: compressive strength, breaking load, transverse strength, bulk density, water absorption, and efflorescence.
  • Sampling size and acceptance criteria increase with lot size.

This table ensures quality control by defining sample sizes and acceptable defect limits for brick physical characteristics per IS 5454.

Popular Questions About IS 5454

?What sampling methods are recommended for clay building bricks under IS 5454?

IS 5454 (1978) prescribes methods for sampling clay building bricks to ensure representative and reliable testing.

Recommended Sampling Methods:

  • Random Sampling: Select bricks randomly from different parts of the lot to avoid bias.
  • Composite Sampling: Combine samples from various locations within the batch to form a composite sample for testing.
  • Sample Size: Typically, a minimum of 150 bricks is taken from a lot for testing.
  • Lot Definition: A lot usually consists of bricks manufactured under similar conditions and time frame.

Key Points:

  • Sampling should cover the entire lot to represent variability.
  • Bricks should be taken from different layers and positions (top, middle, bottom).
  • Avoid damaged or broken bricks during sampling.

This approach ensures the sample reflects the overall quality of the batch for strength, dimension, and durability testing.

Loading diagram...
?How many bricks should be sampled from a lot for visual and dimensional inspection?

Sampling bricks for visual and dimensional inspection as per IS 5454:

  • Sampling method: Divide the lot into at least 10 portions or lorries/trucks (Clauses 3.2.1 & 3.2.3).
  • From each portion, draw an approximately equal number of bricks at regular intervals.
  • Number of bricks to sample: Refer to Table 1 of IS 5454.
    • For visual characteristics: Use columns 1 & 2.
    • For dimensional characteristics (individual brick): Use columns 1 & 2.
    • For dimensional characteristics (group of 20 bricks): Use columns 1 & 4.
  • When dimensions are specified on groups of 20 bricks, sample bricks are divided into groups of 20 and each group is tested (Clause 4.3.2).

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 5454As per lot sizeAs per lot sizeAs per lot size

Note: The exact numbers depend on lot size; consult Table 1 in IS 5454 for precise values.

Loading diagram...

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

?What are the permissible limits for defects such as warpage and efflorescence?

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 TestsPermissible No. of Defectives for EfflorescenceSample Size for WarpagePermissible No. of Defectives for Warpage
2,001 to 10,00050100
10,001 to 35,000100201
35,001 to 50,000151302
  • For lots ≤ 2,000 bricks, sampling size and permissible defects are by mutual agreement.
  • Efflorescence and warpage defects must not exceed these permissible numbers in the respective samples.
  • Visual and dimensional defects have separate sampling and permissible limits (see Table 1, Clause 4.2).

Summary:

  • Efflorescence: Zero defectives allowed in smaller lots; 1 allowed in largest lot sample.
  • Warpage: Zero defectives allowed in smallest lot sample; up to 2 allowed in largest lot sample.

This ensures quality control by limiting defective bricks in each lot.

?How is the conformity of physical characteristics like compressive strength assessed?

Assessment of Conformity for Compressive Strength (IS 5454):

  • Sampling: Bricks are randomly selected from a visually and dimensionally approved lot (Clause 5.1).
  • Testing: Compressive strength is tested on the sampled bricks as per relevant material specifications.
  • Calculation: Calculate the average compressive strength from all tested bricks (Clause 5.2.1).
  • Limits:
    • If any individual test exceeds the upper limit for the brick class, use the upper limit value for averaging.
    • No individual brick's compressive strength should be less than 80% of the specified minimum average strength (Clause 5.2.1.1).
  • Acceptance: The average compressive strength must meet or exceed the minimum specified for the brick class.
ParameterRequirement
Average compressive strength≥ specified minimum
Individual brick strength≥ 80% of specified minimum
Excess values for averagingLimited to upper class limit

This ensures uniform quality and reliability of bricks in structural use.

?Does the standard specify different procedures for solid, hollow, and perforated bricks?

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:

  • Clause 1.1 confirms the standard covers all three types: solid, hollow, and perforated bricks.
  • Clause 5.1 requires testing physical characteristics (compressive strength, breaking load, transverse strength, bulk density, etc.) on bricks selected randomly from the lot.
  • Testing procedures and criteria are uniform, but the number of samples and specific limits may vary as per the relevant material specifications referenced.
  • Sampling for tests like breaking load and transverse strength is included, reflecting updated methods.

Summary:

  • Same test methods apply for all brick types.
  • Differences lie in sampling size and acceptance criteria per brick type as per referenced tables (e.g., Table 2).
  • Refer to the relevant material specification for detailed limits on each brick type.
Loading diagram...

For exact sample sizes and criteria, consult Table 2 and related material specs linked in IS 5454.

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 5454. Get instant, clause-cited responses powered by our indexed library.

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