AWS Certified Welding Inspector — FundamentalsInspector Duties and ResponsibilitiesMedium

A CWI is conducting a post-weld visual inspection of a structural steel connection fabricated to AWS D1.1. The WPS specifies a 5/16-inch fillet weld. The CWI measures several areas of the weld and finds the actual leg size to be consistently 1/4 inch. What is the appropriate next step for the CWI?

  1. ADocument the undersized weld and issue a Non-Conformance Report (NCR).
  2. BConsult the project engineer to see if the undersized weld can be approved by deviation.
  3. CRequire the welder to add an additional pass to increase the leg size to 5/16 inch.
  4. DAccept the weld, as a 1/16-inch undersize is generally acceptable.
Show answer & explanation

Correct answer: A. Document the undersized weld and issue a Non-Conformance Report (NCR).

According to AWS D1.1, undersized fillet welds are considered defects if they fall below specified tolerance limits. For a 5/16-inch fillet weld, a consistent 1/4-inch leg size (1/16 inch undersize) exceeds the typical permissible undersize of 1/32 inch for fillet welds less than 3/8 inch. Therefore, it is a non-conformance that must be documented and addressed.

Why the other options are wrong

  • B. Consulting an engineer for a deviation is a possible subsequent step, but the CWI's immediate responsibility is to identify and document the non-conformance.
  • C. While adding a pass might correct the issue, the CWI's immediate step is to document the non-conformance, not to instruct repair without proper procedure.
  • D. This is incorrect. A 1/16-inch undersize for a 5/16-inch fillet weld is typically not acceptable per AWS D1.1 without specific allowances.

Fillet Weld Undersize

A condition where the leg size of a fillet weld is smaller than that specified in the WPS or required by the applicable code, potentially reducing strength.

  • Typically a defect if exceeding code-specified tolerance.
  • AWS D1.1 has specific limits for undersize, often 1/32 inch for smaller fillets.
  • Requires documentation and disposition (repair, accept-as-is with engineering approval, or reject).

Memory trick: Measure the weld, compare to spec, if it's small, it's a defect.

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