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CSA G189-1966 (1998) is a Canadian standard developed by the Canadian Standards Association (CSA) that specifies requirements for sprayed metal coatings applied to steel surfaces for protection against atmospheric corrosion. First published in 1966 and reaffirmed in 1998, this standard remains a key reference for thermal spray coating applications in Canada, particularly for infrastructure, bridges, and industrial structures.
This standard covers the application of sprayed metal coatings of zinc, aluminum, or their alloys to carbon steel and low-alloy steel structures for atmospheric corrosion protection. It is intended for coatings applied by thermal spraying processes, including flame spraying and electric arc spraying. The standard is applicable to new structures as well as maintenance and repair of existing coatings.
The standard excludes coatings intended for immersion service in water or chemicals, high-temperature applications above 200°C, or environments where the coating may be subject to mechanical abrasion beyond normal atmospheric exposure.
The standard mandates that all steel surfaces be cleaned and prepared to achieve a near-white metal finish, equivalent to SSPC-SP 10 or NACE No. 2 (ISO 8501-1 Sa 2½). Abrasive blasting is the preferred method, using clean, dry grit to remove all rust, mill scale, and contaminants. A surface profile of at least 50 µm (2 mils) is required for adequate mechanical adhesion of the sprayed metal coating.
The standard specifies that coatings shall be applied using metal wires or powders of certified composition. Zinc coatings shall contain at least 99.5% zinc (ASTM B833 or equivalent). Aluminum coatings shall be 99.0% aluminum minimum. Zinc-aluminum alloys (85/15 or similar) are also permitted, provided they meet the performance requirements. The use of recycled or reclaimed material is restricted unless proven to meet the standard.
Thermal spraying shall be performed using equipment capable of consistent melting and propulsion of the coating material. The standard permits both flame spraying and electric arc spraying. Operators must be qualified and demonstrate the ability to produce coatings meeting thickness and adhesion criteria. Application should be carried out in clean, dry conditions with substrate temperature above 5°C and relative humidity below 80% to prevent condensation.
The minimum coating thickness is determined based on the corrosivity of the environment and the required service life. Table 1 summarizes the thickness requirements from the standard.
| Service Condition | Zinc Coating (µm) | Aluminum Coating (µm) |
|---|---|---|
| Rural / Mild | 80 | 120 |
| Urban / Industrial | 120 | 160 |
| Marine / Coastal | 150 | 200 |
| Severe / Chemical | 200 | 250 |
The standard also permits thicker coatings provided they are applied in multiple passes to avoid stress buildup. Coatings must be applied as uniformly as possible, with localized variations not exceeding ±20% of the specified thickness.
The standard requires adhesion testing using a peel or pull-off test method. For routine inspection, a simple knife test (cutting through the coating) can be used to ensure there is no lifting or disbonding. For performance-critical applications, a quantitative pull-off adhesion test per ASTM D4541 or ISO 4624 is recommended, with minimum bond strength of 3 MPa for zinc and 4 MPa for aluminum coatings.
Coating thickness shall be measured using non-destructive magnetic induction or eddy current gauges as per ASTM E376. The standard requires at least five measurements per 10 m² of coated area, with the average of all readings meeting the specified minimum. If local areas fall below the minimum, additional coating passes are required.
To certify compliance with CSA G189-1966 (1998), applicators must implement a quality control plan covering:
The standard is referenced by building codes and specifications for public works in Canada. Third-party inspection by an accredited agency is often required for projects under federal jurisdiction.