Inspection authority is one of the most consistently misunderstood areas in structural welding QC. Contractors assume the owner's inspector works for them once on site; owner's inspectors assume they can shut down any weld they dislike; and CWIs sometimes believe their certification grants unlimited accept/reject authority. The actual authority structure under AWS D1.1 is more layered — and getting it wrong creates exposure when a weld is later challenged.
The three-role model
AWS D1.1 implicitly structures inspection around three distinct roles:
1. Contractor's inspector — the first line of quality control
The contractor bears primary responsibility for producing conforming work. The contractor's QC program — staffed by one or more CWIs depending on project scope — controls incoming materials, procedure compliance, welder qualification currency, dimensional inspection, and NDE witnessing throughout fabrication. This is the first line of quality control, not the last.
The contractor's CWI has authority to accept work on behalf of the contractor, certifying that the weld was produced in accordance with the applicable WPS and meets AWS D1.1 acceptance criteria. They also bear the duty to reject their own work when it does not conform — before it reaches the owner's inspector.
A contractor's CWI who accepts a nonconforming weld and lets it reach the owner's inspector is in a worse position than one who caught and documented the repair internally.
2. Owner's authorized inspector — oversight, not replacement QC
The owner may designate an authorized inspector — typically a CWI retained independently — to verify that the contractor's QC program is functioning and that the delivered work meets contract requirements. This inspector has accept/reject authority over completed work within the scope the contract assigns them.
The owner's inspector does not substitute for the contractor's QC function. They audit it. Common oversight tasks include:
- Reviewing WPSs, PQRs, and WPQs before work starts for code compliance — see the CWI WPS pre-production review checklist
- Witnessing or reviewing NDE results
- Verifying welder qualification is current against the six-month continuity rule
- Auditing production weld records against the weld map
If the owner's inspector finds that the contractor accepted work which actually fails code criteria, the matter goes to the engineer for resolution — not to the contractor's project manager.
3. Engineer of record — final technical authority
AWS D1.1 reserves final technical authority for the engineer responsible for the design. The engineer can accept work that falls outside code limits when engineering analysis demonstrates the deviation is non-injurious. Conversely, the engineer can impose requirements more stringent than the code minimums where the design demands it.
No inspector on either side can override the engineer's technical judgment within the scope of the engineer's professional authority. The inspector's role is to verify conformance to the code and contract; the engineer's role is to own the technical adequacy of the structure.
What the contractor's CWI can and cannot do
Under AWS D1.1, the contractor's CWI can:
- Accept completed welds that meet the WPS and code acceptance criteria
- Issue weld repair instructions consistent with the WPS
- Reject nonconforming work and document it in the correction log
- Release finished work to the owner's inspector for final acceptance review
- Sign off hold points in the inspection sequence
The contractor's CWI cannot unilaterally:
- Accept deviations from code requirements — that requires written EOR authorization
- Override a rejection by the owner's inspector without engineering support
- Sign a WPS that has not been properly qualified — see who is authorized to sign a WPS under AWS D1.1
- Certify NDE results outside their own certification scope (a CWI certifying Level II UT results requires the relevant ASNT or SNT-TC-1A certification, not just CWI)
What the owner's inspector can and cannot do
The owner's authorized inspector can:
- Examine any weld, any joint, and any stage of the work in progress
- Review NDE reports and require re-inspection when reports are incomplete or ambiguous
- Hold completed work pending owner acceptance
- Reject work that does not meet the governing code or contract criteria
The owner's inspector cannot unilaterally:
- Require welding to be performed in a manner not specified by the WPS or code without EOR direction
- Arbitrarily delay production without a documented technical basis for the hold
- Substitute their personal preference for a code-compliant judgment call by the contractor
- Override a written EOR disposition on a specific weld
An owner's inspector who repeatedly imposes requirements beyond what the code specifies — without EOR backing — is exceeding the scope of inspection authority. Good inspectors know where the code ends and personal preference begins.
When disputes arise
The typical pattern: the contractor's CWI accepts a weld; the owner's inspector rejects it on a specific code basis. Resolution:
- Both parties document their technical positions in writing — weld number, location, basis for rejection, basis for acceptance.
- The matter goes to the engineer of record for review.
- The engineer issues a written disposition: accept as-is; repair to code per a specified procedure; or repair to an engineer-approved alternative that deviates from the code's standard remedy.
- Both parties implement the disposition, and the record is filed.
Disputes that bypass the engineer and go to project managers on both sides typically resolve slower and produce more litigation exposure than taking the technical path. Engineers make a technical record; project managers make a business decision that may be revisited years later.
Third-party inspectors and code authorities
On some projects an additional party enters the picture:
AISC certification auditors — these assess whether the shop's quality management system is functioning correctly against the AISC Certification Standard. They do not have accept/reject authority over individual welds. They evaluate the system, not the weld.
Building department or AHJ inspectors — have authority defined by the applicable building code and local ordinance, which may overlap with AWS D1.1 or impose additional requirements. Their accept/reject authority derives from the adopted code, not from AWS D1.1 itself.
Independent third-party CWIs hired by the owner — have whatever authority the contract assigns them. This should be explicitly defined in the contract before the inspector arrives on site. Vague scope language ("full inspection authority") creates disputes; specific scope language ("authority to witness NDE and review weld records; accept/reject authority on welds covered by Section 5 of the contract") prevents them.
Documentation that supports the authority chain
The contractor's weld records need to be structured so that every accept/reject decision is traceable. The minimum supporting documentation:
- A written QC plan that designates the contractor's responsible welding inspector with CWI certification on file
- Weld maps identifying each weld, the applicable WPS, and the welder's ID stamp — see welder ID stamp and production traceability
- A hold-point log showing which inspections occurred, by whom, and the result (accept/reject/repair)
- NDE reports referenced to weld map numbers, not just to drawing numbers
Without this chain, the owner's inspector has no audit trail to work from, and the contractor's CWI accept decisions are undocumented — a significant liability when a connection is challenged in a post-construction review.
Rule library based on AWS D1.1:2025; verify against your governing edition.
Practical setup
For new projects, establish the inspection authority in writing before work starts: who is the contractor's responsible CWI, who is the owner's authorized inspector, and what is the EOR's process for receiving and resolving hold-point disputes. A one-page project inspection plan attached to the kickoff package eliminates most authority disputes before the first arc is struck.
For audit-ready QC documentation that ties weld maps, hold-point logs, and NDE reports into a single exportable packet, see the audit-packet export feature.