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Clay brick testing to IS 3495 Parts 1–4 — compressive strength, water absorption, efflorescence and warpage against IS 1077 class limits
Burnt clay building bricks are tested to IS 3495 (Parts 1–4) — covering compressive strength, water absorption, efflorescence and warpage — and assessed against the classification and specification in IS 1077. NKMPV performs the full burnt clay brick test suite as a NABL-accredited laboratory.
Burnt clay building bricks testing evaluates the physical and mechanical properties of clay bricks to ensure they meet the quality requirements of IS 1077:1992. It is essential for verifying that bricks used in load-bearing and non-load-bearing masonry are structurally sound, durable, and free from defects.
The following parameters are evaluated during burnt clay brick testing. Acceptance criteria are based on IS 1077:1992 classification and IS 3495 test methods. The applicable class depends on the structural application specified by the project designer.
| Parameter | Value / Range | Unit | Standard |
|---|---|---|---|
| Compressive Strength (Class AA) | > 35 | N/mm² | IS 3495 Part 1 |
| Compressive Strength (Class A) | > 20 | N/mm² | IS 3495 Part 1 |
| Compressive Strength (Class B) | > 10 | N/mm² | IS 3495 Part 1 |
| Compressive Strength (Class C) | > 7.5 | N/mm² | IS 3495 Part 1 |
| Water Absorption (Class AA/A) | < 20 | % | IS 3495 Part 2 |
| Water Absorption (Class B/C) | < 20 | % | IS 3495 Part 2 |
| Efflorescence | Nil / Slight / Moderate / Heavy / Serious | IS 3495 Part 3 | |
| Dimensional Tolerance (Length) | ± 3% of specified size | mm | IS 1077 Cl. 5 |
| Dimensional Tolerance (Width/Height) | ± 3% of specified size | mm | IS 1077 Cl. 5 |
| Warpage (Concavity/Convexity) | Measured per IS 3495 Part 4 | mm | IS 3495 Part 4 |
Common Burnt Clay Building Bricks — Specification (Fifth Revision)
Methods of Tests of Burnt Clay Building Bricks — Determination of Compressive Strength
Methods of Tests of Burnt Clay Building Bricks — Determination of Water Absorption
Methods of Tests of Burnt Clay Building Bricks — Determination of Efflorescence
Methods of Tests of Burnt Clay Building Bricks — Determination of Warpage
Reference Data
The compressive strength class designations, water absorption and efflorescence limits, and dimensional tolerances a burnt clay brick consignment is judged against.
| Class designation | Minimum average compressive strength (N/mm2) | Typical use |
|---|---|---|
| 3.5 | 3.5 | Non-load-bearing partition walls |
| 5.0 | 5.0 | Light load-bearing masonry |
| 7.5 | 7.5 | General load-bearing masonry |
| 10.0 | 10.0 | Load-bearing walls, multi-storey |
| 12.5 | 12.5 | Heavily loaded masonry |
| 15.0 and above | 15.0+ | Engineering brickwork, high-load applications |
Strength is the average of 5 bricks tested per IS 3495 Part 1. No individual brick may fall below 80 % of the class value. Bricks are immersed in water for 24 hours and the frog filled with mortar before testing, which is why a dry-tested figure quoted by a supplier is not comparable.
| Property | Limit | Test method |
|---|---|---|
| Water absorption, classes up to 12.5 | 20 % by weight maximum | IS 3495 Part 2 (24-hour immersion) |
| Water absorption, classes above 12.5 | 15 % by weight maximum | IS 3495 Part 2 (24-hour immersion) |
| Efflorescence | Not more than moderate | IS 3495 Part 3 |
| Efflorescence - nil | No perceptible deposit | IS 3495 Part 3 |
| Efflorescence - slight | Up to 10 % of area covered | IS 3495 Part 3 |
| Efflorescence - moderate | 10 to 50 % of area, no flaking | IS 3495 Part 3 |
| Efflorescence - heavy | Over 50 % of area, with flaking | IS 3495 Part 3 - rejected |
High water absorption is the practical predictor of damp problems and of mortar failing to bond, and it is the test most often omitted when a consignment is accepted on strength alone. Heavy efflorescence indicates soluble salts that will migrate through plaster and paint for years.
| Dimension | Nominal | Tolerance on 20 bricks measured together |
|---|---|---|
| Length | 190 mm | 3720 to 3880 mm over 20 bricks |
| Width | 90 mm | 1760 to 1840 mm over 20 bricks |
| Height | 90 mm | 1760 to 1840 mm over 20 bricks |
| Height (alternative) | 40 mm | 760 to 840 mm over 20 bricks |
Tolerance is deliberately assessed across 20 bricks laid end to end rather than on a single brick, because it is cumulative variation that disrupts coursing on site. A consignment can contain individually acceptable bricks and still fail this check.
Values are reproduced from the Indian Standards cited against each table and are given for reference. Codes are revised periodically — always confirm against the current edition of the standard, and treat presumptive or indicative figures as a starting point for investigation, never as a substitute for site-specific testing.
AIMIL / EIE 2000 kN CTM
2000 kN capacity with pace-rate controller
CalibratedShimadzu / Essae high-precision balance
10 kg capacity, least count 0.1 g
CalibratedThermostatically controlled drying oven
Maintains 105-115°C, capacity for 20+ brick specimens
CalibratedStainless steel immersion tank
Accommodates 20 bricks for 24-hour water absorption test
CalibratedMitutoyo 300 mm digital vernier calliper
Least count 0.01 mm for dimensional measurements
CalibratedFlat steel plate with steel straight edge and wedge gauge
As per IS 3495 Part 4 procedure
CalibratedA representative sample of bricks is collected from the consignment as per IS 5454 (Methods of Sampling). For lots up to 50,000 bricks, a minimum of 20 bricks are randomly selected from different locations in the stack. Bricks are transported to the laboratory without damage, and each sample is given a unique identification number for traceability.
Each brick is visually inspected for cracks, chips, warpage, and uniformity of colour. Dimensions (length, width, and height) are measured at three points on each brick using a vernier calliper and averaged. Dimensional tolerances are checked against IS 1077 requirements. Warpage is measured by placing the brick on a flat surface and measuring the gap using a steel straight edge and wedge gauge as per IS 3495 Part 4.
Five bricks are selected for the compressive strength test per IS 3495 Part 1. Frogs and voids are filled with 1:1 cement mortar and cured for 24 hours. Specimens are immersed in water at room temperature for 24 hours, then removed and wiped with a damp cloth. Each brick is placed flat between 3 mm thick plywood sheets and loaded in the compression testing machine at a uniform rate of 14 N/mm² per minute until failure. The compressive strength is calculated as the failure load divided by the average bedding area.
Five bricks are dried in a ventilated oven at 105-115°C until they reach constant mass (successive weighings at 2-hour intervals differ by less than 0.1%). The dry weight is recorded. Specimens are then immersed in clean water at 27 ± 2°C for 24 hours. After removal, surface water is wiped off with a damp cloth, and the saturated weight is recorded within 3 minutes. Water absorption is calculated as a percentage of the dry weight per IS 3495 Part 2.
Five bricks are stood on end in separate shallow trays containing distilled water to a depth of 25 mm. The arrangement is kept in a well-ventilated room at 20-30°C until all water is absorbed and the bricks appear dry. The process is repeated a second time. After the second drying, each brick is examined for white salt deposits and rated as nil, slight, moderate, heavy, or serious as per IS 3495 Part 3. This test identifies the presence of soluble salts that can damage plaster and finishes.
All test results are compiled and compared against IS 1077:1992 classification criteria. The average compressive strength of five bricks determines the brick class — Class AA (above 35 N/mm²), Class A (above 20 N/mm²), Class B (above 10 N/mm²), or Class C (above 7.5 N/mm²). Water absorption must not exceed 20% by weight. Individual results, averages, and the overall classification are tabulated in the report.
A comprehensive NABL-accredited test report is prepared containing compressive strength of each specimen and the average, water absorption percentages, efflorescence rating, dimensional measurements with tolerance compliance, and warpage values. The report includes the IS 1077 brick classification and a clear pass/fail statement against the specified class. Reports are delivered digitally via email and as hard copies on request.


Our brick test reports carry NABL accreditation (ISO/IEC 17025:2017), making them accepted by CPWD, state PWDs, NHAI, municipal corporations, courts, and arbitration tribunals without additional verification.
We use a 2000 kN compression testing machine with a calibrated pace-rate controller, ensuring that the loading rate during the compressive strength test complies precisely with IS 3495 Part 1 requirements for repeatable and accurate results.
We perform all four parts of IS 3495 — compressive strength, water absorption, efflorescence, and warpage — in a single testing engagement. You receive one comprehensive report covering all parameters, saving time and coordination effort.
Our facility can process multiple brick samples simultaneously. Standard turnaround is 3-5 days for the complete test suite. For urgent requirements, we offer expedited processing with results within 48 hours for compressive strength and water absorption.
We serve brick kiln owners, contractors, and government departments across Panchkula, Chandigarh, Mohali, Ambala, Yamunanagar, and across Punjab, Haryana, and Himachal Pradesh. Sample pickup can be arranged for bulk testing orders.
IS 3495 Parts 1-4:1992 governs four mandatory tests on burnt clay bricks: (1) Compressive strength (Part 1) — minimum 3.5 N/mm² for Class 3.5, ranging to 35 N/mm² for Class 35. Bricks are immersed in water for 24 hours, frog filled with cement mortar, and tested in compression after 3 days. (2) Water absorption (Part 2) — maximum 20% by weight (Class A & B), 25% (lower classes). Dry weight is taken, brick is immersed in cold water 24 hours, then surface-dried and re-weighed. (3) Efflorescence (Part 3) — visual rating from "Nil" to "Heavy" after partial immersion in distilled water and drying. (4) Warpage (Part 4) — maximum 3 mm for Class 1, increasing for lower classes. Additional optional tests: dimensional tolerance (IS 1077), unit weight, and bulk density.
Per IS 1077:1992 "Common Burnt Clay Building Bricks", bricks are classified by minimum average compressive strength of 5 representative bricks tested per IS 3495 Part 1: Class 35: 35 N/mm², Class 30: 30 N/mm², Class 25: 25 N/mm², Class 20: 20 N/mm², Class 17.5: 17.5 N/mm², Class 15: 15 N/mm², Class 12.5: 12.5 N/mm², Class 10: 10 N/mm², Class 7.5: 7.5 N/mm², Class 5: 5 N/mm², Class 3.5: 3.5 N/mm² (minimum for load-bearing masonry). Class 5 and above are suitable for load-bearing walls; Class 3.5 is for non-load-bearing partition walls only. Government and CPWD-funded projects typically specify Class 7.5 or higher.
Per IS 3495 Part 2:1992 procedure: (1) Dry the brick at 105°C for 24 hours, cool to room temperature, weigh dry mass (W1). (2) Immerse fully in cold water (27 ± 2°C) for 24 hours. (3) Remove, surface-dry with damp cloth, weigh wet mass (W2). (4) Water Absorption (%) = (W2 − W1) × 100 / W1. Acceptance limits per IS 1077: Class A bricks (high-grade) maximum 20%, Class B (general use) maximum 25%, with no individual brick exceeding 22% (Class A) or 27% (Class B). High water absorption (>25%) indicates under-firing, poor clay quality, or excessive voids — typically associated with low compressive strength and poor durability. NKMPV performs all four mandatory IS 3495 tests as a single brick-acceptance package.
Coverage
Wherever your project is, there are two ways to work with NKMPV on Brick Testing.
For field work, our engineers and instruments mobilise anywhere in India — highway corridors, bridges, plants and greenfield alignments included.
Distance is not a constraint for laboratory testing. Send samples to our Pinjore laboratory and receive the digital report on completion — the route most of our out-of-region clients use.
These are locations where we have completed projects — not the boundary of our service area. We mobilise across India on request. See full coverage & project locations →
Brick Testing is carried out to IS 1077:1992, IS 3495 Part 1:1992, IS 3495 Part 2:1992 and IS 3495 Part 3:1992, as listed in the Applicable Standards section of this page. Tell us the specification your project must comply with and the quotation will state the standard the work follows.
Our laboratory is at Pinjore, Haryana, within same-day reach of Chandigarh, Panchkula, Mohali, Ambala and the wider Tri-City. If you are further away, distance is not a constraint: our field team travels to site anywhere in India for on-site work, and for laboratory tests you can courier samples to the Pinjore lab and receive the report digitally. Clients across Punjab, Haryana, Himachal Pradesh, Delhi-NCR, Uttarakhand, Rajasthan, Uttar Pradesh, Jammu and Kashmir and Ladakh already work with us this way.
Yes. NKMPV operates pan-India. We have delivered projects across Chandigarh, Panchkula, Mohali, Ambala, Karnal, Kurukshetra, Yamunanagar, Hisar and beyond, and we mobilise to greenfield and remote corridors on request. The 18 locations listed on our site are the places we have already worked — not the limit of where we go.
Send us the project details — location, quantity, and the standard you need to comply with — and you get a written quotation, usually within one working day. Pricing depends on sample count, site access and mobilisation distance, so we quote per project rather than publishing a fixed rate. Call +91-82953-60108 or use the quote form; every quotation states the applicable IS/IRC standard.
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