The standard outlines essential criteria for pulverized fuel ash-lime bricks utilized in masonry works, covering their categorization, measurements, physical characteristics, and quality benchmarks. It applies to manufacturers, civil engineers, and quality inspectors to guarantee consistent quality and performance of these eco-friendly bricks made primarily from fly ash and lime.
Overview
The standard outlines essential criteria for pulverized fuel ash-lime bricks utilized in masonry works, covering their categorization, measurements, physical characteristics, and quality benchmarks. It applies to manufacturers, civil engineers, and quality inspectors to guarantee consistent quality and performance of these eco-friendly bricks made primarily from fly ash and lime.
Audience
Contents
Structure
Scope:
This standard includes both conventional and special sizes of pulverized fuel ash-lime bricks with an emphasis on modular coordination and bonding patterns.
| Category | Length (mm) | Width (mm) | Height (mm) |
|---|---|---|---|
| Modular Sizes (5.1.1) | 190 | 90 | 90 |
| 190 | 90 | 40 | |
| Non-Modular Sizes (5.1.2) | 230 | 110 | 70 |
| 230 | 110 | 30 | |
| Special Sizes (5.1.2.1) | 70 (one-third length) | 110 | 70 |
| 230 | 50 (half width) | 70 |
Pulverized Fuel Ash-Lime Brick Classification & Dimensions according to IS 12894
| Grade | Minimum Average Wet Compressive Strength (N/mm²) | Approximate (kgf/cm²) |
|---|---|---|
| 30 | 30.0 | 300 |
| 25 | 25.0 | 250 |
| 20 | 20.0 | 200 |
| 17.5 | 17.5 | 175 |
| 15 | 15.0 | 150 |
| 12.5 | 12.5 | 125 |
| 10 | 10.0 | 100 |
| 7.5 | 7.5 | 75 |
| 5 | 5.0 | 50 |
| 3.5 | 3.5 | 35 |
| Length | Width | Height (mm) |
|---|---|---|
| 190 | 90 | 90 |
| 190 | 90 | 40 |
| Length | Width | Height (mm) |
|---|---|---|
| 230 | 110 | 70 |
| 230 | 110 | 30 |
Bricks are categorized by average wet compressive strength:
| Grade | Strength (N/mm²) | Approximate (kgf/cm²) |
|---|---|---|
| 30 | ≥ 30.0 | 300 |
| 25 | ≥ 25.0 | 250 |
| 20 | ≥ 20.0 | 200 |
| 17.5 | ≥ 17.5 | 175 |
| 15 | ≥ 15.0 | 150 |
| 12.5 | ≥ 12.5 | 125 |
| 10 | ≥ 10.0 | 100 |
| 7.5 | ≥ 7.5 | 75 |
| 5 | ≥ 5.0 | 50 |
| 3.5 | ≥ 3.5 | 35 |
| Length | Width | Height |
|---|---|---|
| 190 | 90 | 90 |
| 190 | 90 | 40 |
| Length | Width | Height |
|---|---|---|
| 230 | 110 | 70 |
| 230 | 110 | 30 |
| Length | Width | Height | Description |
|---|---|---|---|
| 70 | 110 | 70 | One-third length brick |
| 230 | 50 | 70 | Half width brick |
Classification and Size Specifications for Pulverized Fuel Ash-Lime Bricks
Bricks are categorized based on average wet compressive strength:
| Class | Strength (N/mm²) | Approximate (kgf/cm²) |
|---|---|---|
| 30 | ≥ 30.0 | 300 |
| 25 | ≥ 25.0 | 250 |
| 20 | ≥ 20.0 | 200 |
| 17.5 | ≥ 17.5 | 175 |
| 15 | ≥ 15.0 | 150 |
| 12.5 | ≥ 12.5 | 125 |
| 10 | ≥ 10.0 | 100 |
| 7.5 | ≥ 7.5 | 75 |
| 5 | ≥ 5.0 | 50 |
| 3.5 | ≥ 3.5 | 35 |
| Length | Width | Height |
|---|---|---|
| 190 | 90 | 90 |
| 190 | 90 | 40 |
| Length | Width | Height |
|---|---|---|
| 230 | 110 | 70 |
| 230 | 110 | 30 |
Dimensions and Allowable Tolerances for Pulverized Fuel Ash-Lime Bricks
| Length (mm) | Width (mm) | Height (mm) |
|---|---|---|
| 190 | 90 | 90 |
| 190 | 90 | 40 |
| Length (mm) | Width (mm) | Height (mm) |
|---|---|---|
| 230 | 110 | 70 |
| 230 | 110 | 30 |
| Length (mm) | Width (mm) | Height (mm) | Description |
|---|---|---|---|
| 70 | 110 | 70 | One-third length brick |
| 230 | 50 | 70 | Half width brick |
| Brick Type | Length Range (mm) | Width Range (mm) | Height Range (mm) |
|---|---|---|---|
| Modular (90 mm) | 3,720 to 3,880 (±80 mm) | 1,760 to 1,840 (±40 mm) | 1,760 to 1,840 (±40 mm) |
| Modular (40 mm) | 3,720 to 3,880 | 1,760 to 1,840 | 760 to 840 (±40 mm) |
| Non-Modular (70 mm) | 4,520 to 4,680 (±80 mm) | 2,160 to 2,240 (±40 mm) | 1,360 to 1,440 (±40 mm) |
Key Material Details for Pulverized Fuel Ash-Lime Bricks (IS 12894)
| Class | Minimum Average Wet Compressive Strength |
|---|---|
| 30 | 30.0 N/mm² (approx. 300 kgf/cm²) |
| 25 | 25.0 N/mm² (approx. 250 kgf/cm²) |
| 20 | 20.0 N/mm² (approx. 200 kgf/cm²) |
| 17.5 | 17.5 N/mm² (approx. 175 kgf/cm²) |
| 15 | 15.0 N/mm² (approx. 150 kgf/cm²) |
| 12.5 | 12.5 N/mm² (approx. 125 kgf/cm²) |
| 10 | 10.0 N/mm² (approx. 100 kgf/cm²) |
| 7.5 | 7.5 N/mm² (approx. 75 kgf/cm²) |
| 5 | 5.0 N/mm² (approx. 50 kgf/cm²) |
| 3.5 | 3.5 N/mm² (approx. 35 kgf/cm²) |
| Length | Width | Height | Description |
|---|---|---|---|
| 190 mm | 90 mm | 90 mm | Modular size |
| 190 mm | 90 mm | 40 mm | Modular size |
| Length | Width | Height | Description |
|---|---|---|---|
| 230 mm | 110 mm | 70 mm | Non-modular size |
| 230 mm | 110 mm | 30 mm | Non-modular size |
Notes:
Physical Attributes of Pulverized Fuel Ash-Lime Bricks (IS 12894)
| Length (mm) | Width (mm) | Height (mm) | Description |
|---|---|---|---|
| 190 | 90 | 90 | Standard modular size |
| 190 | 90 | 40 | Half-brick height modular |
| 230 | 110 | 70 | Non-modular size |
| 230 | 110 | 30 | Non-modular half-brick size |
| Class | Avg. Wet Compressive Strength (N/mm²) | Approximate (kgf/cm²) |
|---|---|---|
| 30 | ≥ 30.0 | 300 |
| 25 | ≥ 25.0 | 250 |
| 20 | ≥ 20.0 | 200 |
| 17.5 | ≥ 17.5 | 175 |
| 15 | ≥ 15.0 | 150 |
| 12.5 | ≥ 12.5 | 125 |
| 10 | ≥ 10.0 | 100 |
| 7.5 | ≥ 7.5 | 75 |
| 5 | ≥ 5.0 | 50 |
| 3.5 | ≥ 3.5 | 35 |
Sampling Methods and Compliance Standards (IS 12894)
Sampling: According to Clause 8.1, sampling and acceptance criteria for pulverized fuel ash-lime bricks adhere to the guidelines of IS 5454, which defines sample sizes and lot acceptance rules.
Water Absorption Limits (Clause 12.5):
Classification (Clause 4.1, Table 1): Bricks are categorized by average wet compressive strength as follows:
| Class | Minimum Wet Compressive Strength (N/mm²) | Approximate (kgf/cm²) |
|---|---|---|
| 30 | 30.0 | 300 |
| 25 | 25.0 | 250 |
| 20 | 20.0 | 200 |
| 17.5 | 17.5 | 175 |
| 15 | 15.0 | 150 |
| 12.5 | 12.5 | 125 |
| 10 | 10.0 | 100 |
| 7.5 | 7.5 | 75 |
| 5 | 5.0 | 50 |
| 3.5 | 3.5 | 35 |
Summary: Sampling is conducted as per IS 5454, ensuring bricks meet absorption and compressive strength parameters to be accepted.
Bricks are grouped by average wet compressive strength:
| Class | Minimum Strength (N/mm²) | Approximate (kgf/cm²) |
|---|---|---|
| 30 | 30.0 | 300 |
| 25 | 25.0 | 250 |
| 20 | 20.0 | 200 |
| 17.5 | 17.5 | 175 |
| 15 | 15.0 | 150 |
| 12.5 | 12.5 | 125 |
| 10 | 10.0 | 100 |
| 7.5 | 7.5 | 75 |
| 5 | 5.0 | 50 |
| 3.5 | 3.5 | 35 |
flowchart TD
A[Brick Manufacturer] --> B[Mark Bricks with ID]
B --> C{Apply for BIS License?}
C -->|Yes| D[Obtain BIS License]
D --> E[Use BIS Standard Mark]
C -->|No| F[No BIS Mark on Bricks]
E --> G[Bricks Marketed with Certification]
F --> G
For detailed license terms, contact the nearest BIS office.
While IS 12894 does not explicitly detail committee membership, typical Indian Standard committees include:
| Parameter | Details |
|---|---|
| Compressive Strength Classes | From 3.5 to 30 N/mm² (Table 1) |
| Modular Sizes (Clause 5.1.1) | 190 × 90 × 90 mm and 190 × 90 × 40 mm |
| Non-Modular Sizes (Clause 5.1.2) | 230 × 110 × 70 mm and 230 × 110 × 30 mm |
| Special Sizes (Clause 5.1.2.1) | 70 mm (1/3 length) and 50 mm (1/2 width) |
| Class | Minimum Wet Compressive Strength (N/mm²) | Approximate (kgf/cm²) |
|---|---|---|
| 30 | 30.0 | 300 |
| 25 | 25.0 | 250 |
| ... | ... | ... |
| 3.5 | 3.5 | 35 |
For committee formation, refer to IS codes on standardization or relevant organizational bylaws.
Frequently Asked
The standard dimensions for pulverized fuel ash-lime bricks are primarily modular sizes of 190 mm length × 90 mm width × 90 mm height and 190 mm × 90 mm × 40 mm, as per IS 12894:2002 Clause 5.1.1. Tolerances typically follow those set for burnt clay bricks (IS 13757), generally ±3 mm on length, width, and height, ensuring consistent fit during masonry construction.
IS 12894 classifies pulverized fuel ash-lime bricks based on their average wet compressive strength measured in N/mm² (tested following IS 3495 Part 1). Classes range from 3.5 N/mm² up to 30 N/mm², with no individual brick allowed below 80% of the class minimum. Efflorescence ratings vary with class, requiring moderate or less for classes up to 12.5 and slight or less for higher classes.
According to IS 12894, drying shrinkage must not exceed an average of 0.15% (tested as per IS 4139). Water absorption limits after 24 hours in cold water (IS 3495 Part 2) are ≤20% by mass for bricks up to class 12.5, and ≤15% by mass for classes above 12.5. Efflorescence levels should be moderate or less for lower classes and slight or less for higher classes to ensure durability.
The standard permits pulverized fuel ash and lime as primary raw materials, with the addition of suitable additives such as gypsum or cement, provided they do not reduce the brick's durability. Additives can improve properties like setting time and strength. Bricks must be sound, uniform, compact, and free from cracks or organic contamination, with efflorescence within specified limits.
IS 12894 ensures durability and quality by specifying raw material standards (e.g., fly ash per IS 15648), chemical bonding through pozzolanic reactions between lime and pulverized fuel ash, and controlled manufacturing including molding and curing. Rigorous testing for wet compressive strength (IS 3495 Part 1), water absorption, efflorescence, and dimensional tolerances guarantee consistent quality. Strength results are averaged with upper caps to avoid skewing, ensuring reliable performance.
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