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CSA A82-14 (2018), titled “Fired Clay Brick,” establishes material, dimensional, and performance requirements for clay bricks used in loadbearing and non-loadbearing masonry. The standard applies to bricks manufactured from clay, shale, or similar naturally occurring materials that have been fired or fired and cured. It covers both solid and hollow units intended for exterior and interior applications, including veneer walls, cavity walls, and reinforced masonry structures.
The standard is referenced by the National Building Code of Canada (NBCC) and serves as the primary specification for clay brick quality in Canadian construction projects. It aligns with but is distinct from ASTM C62 and C216, reflecting regional climate requirements such as freeze-thaw durability. The 2018 reaffirmation confirmed all technical provisions of the 2014 edition without modifications.
CSA A82-14 (2018) categorizes bricks into two types: Type F (facing) for exposed masonry and Type B (building) for concealed or secondary use. Both types are further graded by physical properties critical to durability in Canadian weather conditions:
| Grade | Minimum Compressive Strength (MPa) | Maximum 24 h Cold Water Absorption (%) | Maximum 5 h Boiling Water Absorption (%) |
|---|---|---|---|
| Grade A – Severe Weathering | 50 | 8 | 10 |
| Grade B – Moderate Weathering | 30 | 15 | 18 |
| Grade C – Negligible Weathering | 15 | 25 | 28 |
Efflorescence is rated according to CSA A82.3 using a photographic scale. Grade A bricks must show no efflorescence; Grade B may exhibit light efflorescence; Grade C accepts moderate efflorescence. The standard also limits initial rate of absorption (IRA) to between 0.5 and 2.0 g/min·in² for facing bricks to ensure adequate bond with mortar.
Modular brick dimensions are subject to the tolerances given in Table 2. Warpage of the bed face must not exceed 2 mm for facing bricks and 3 mm for building bricks. Chipping across corners is limited to a total area of 100 mm² per unit.
| Dimension | Specified Size (mm) | Tolerance (mm) |
|---|---|---|
| Length | 190 | ±2.0 |
| Width | 90 | ±1.5 |
| Height | 57 | ±1.0 |
Test methods follow CSA A82.1 (compression), A82.2 (absorption), A82.3 (efflorescence), and A82.4 (freeze-thaw). For each lot of up to 10,000 bricks, ten units are randomly selected. If any brick fails compressive strength or absorption, five new units are tested; failure of two or more results in lot rejection. Freeze-thaw testing requires 50 cycles for Grade A and 25 cycles for Grade B, with no visible deterioration.
Project specifications should identify the required brick grade based on the building’s exposure and climatic region. Bricks must be stored off the ground on a firm, level base and covered with a waterproof sheet while allowing air circulation to prevent moisture accumulation before installation.
Quality control plans should include pre-construction verification of the manufacturer’s certified test reports. On-site acceptance inspections should verify dimensional compliance, freedom from cracks or chips, and proper marking of each package with the producer’s name, plant, and grade designation.
Compliance with CSA A82-14 (2018) is typically demonstrated through third-party certification by accredited bodies (e.g., CSA Group or other recognition agencies). Bearing the CSA mark ensures that the product has been regularly sampled and tested. In the absence of the mark, a letter of conformance from an independent laboratory should be provided.
Document compiled in 2026. The information provided is for general guidance and does not replace the official standard text. Always refer to the latest edition of CSA A82-14.