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Structural Welds: Keep the Joint and Its History Together

A passing NDT report is not the complete story of a welded connection. Link the joint, procedure, welder and inspection stages before fabrication makes missing evidence difficult to recover.

By OlbrichCo Technical Editorial TeamPublished 9 min read
Tagged steel weld
Tagged steel weld

Make the joint the unit of acceptance

AWS now lists D1.1/D1.1M:2025-AMD1 for welded structures using common carbon and low-alloy constructional steels. That publication is a useful prompt to check the specified edition, not permission to replace a project's agreed requirements. [1]

OlbrichCo's recommendation is to organise structural welding around a joint record that survives fabrication, erection and repair. Give each controlled weld a stable identifier on an approved weld map. Link it to member references, location, joint detail and drawing revision. A completed examination should close a defined inspection requirement for that joint, not silently stand in for every other acceptance decision.

Start with one repeated connection family whose loss of access or later repair would be consequential. Have the responsible engineer define the governing specification, applicable edition, acceptance criteria, required inspections and release authority. Identify seismic or other design-specific requirements for review rather than assuming a general welding specification resolves them. Keep connection design approval separate from approval to execute the welding.

For an Iranian project, use the first planning meeting to test actual availability: identified steel, specified consumables, suitable equipment, competent personnel and inspection access. Ask what happens if a delivery changes or the inspector cannot attend the planned shift. These are site-specific procurement and scheduling questions, not claims about nationwide shortages. Applicable requirements, the contract and responsible local engineering review remain controlling.

Do not exchange a procedure record for a welder record

TWI distinguishes procedure approval, which demonstrates the welded joint's required mechanical properties, from welder approval, which demonstrates the person's welding skill. Both have defined ranges of applicability; passing one type of test does not establish the other qualification. [2]

For implementation, require the welding coordinator to map each joint family to its approved welding procedure specification, or WPS, including its revision. Record the qualification basis required by the governing specification. Where a permitted prequalification route is proposed, require documented applicability; where testing is required, link the relevant procedure qualification record. Do not demand a test record indiscriminately or accept a generic supplier WPS without review.

Build a separate personnel register showing who may perform the assigned work and the evidence supporting that assignment. Ask the competent reviewer to check process, position, material and dimensional coverage, together with any validity or continuity conditions that apply. A photograph of a certificate is only an input to that review. Avoid converting a person's broad job title into authorisation for every weld on the package.

Put the approved work instructions where the crew can use them, with clear Persian explanations where needed and unchanged technical identifiers, units and limits. Resolve ambiguities before work starts. This note deliberately gives no preheat, interpass, current, heat-input or acceptance values: those belong to the approved procedure and applicable requirements, interpreted by qualified personnel for the actual connection.

Give the evidence chain an owner

ISO 14731:2019 identifies welding-coordination tasks and responsibilities and requires competence for the tasks allocated. Its public description also recognises that regulatory documents, application standards and contracts can specify requirements for coordination personnel. [3]

Our proposed responsibility sheet names who approves the procedure, releases materials, checks fit-up, verifies execution, commissions examinations and closes nonconformities. Name deputies and the route for stopping work. Keep the fabricator's production responsibilities distinct from the client's acceptance responsibilities. A third-party laboratory report should enter this chain through a named reviewer, not become an automatic release because it arrived by email.

ISO 3834-1:2021 provides criteria for selecting among three levels of fusion-welding quality requirements, applicable in workshops and at installation sites. It does not define a complete quality management system. Its scope supports a deliberate quality plan rather than reliance on final testing alone. [4]

Translate that planning principle into a lean joint register, not a large software purchase. Suggested fields are joint ID, drawing revision, material references, WPS revision, assigned welder, inspection stage, report reference, unresolved issue and release signature. Keep the original records accessible alongside the index. Establish an offline controlled copy and a reconciliation owner so a connectivity interruption does not produce two competing acceptance histories.

Move inspection ahead of lost access

For the pilot, propose inspection points before welding, during execution and after completion, then have the engineer and welding coordinator approve the actual plan. Before starting, require confirmation of material identity, joint preparation, fit-up, access and procedure availability against the approved documents. An unresolved mismatch should have a visible hold status, with a named person responsible for its disposition.

Include the practical conditions in the work pack: consumable identification and storage, equipment suitability, required measurement tools, weather protection and the means of recording specified process checks. Ask the procedure owner what changes in wind, moisture, power supply or work position require stopping or reassessment. Do not infer acceptable conditions from yesterday's successful work at another location.

Schedule the witness before a relevant surface or stage becomes inaccessible. Agree how much notice is needed, who can release a hold point and what happens when the witness is unavailable. A timestamped photograph may support an observation but should not be offered as a substitute for a required measurement or examination. Preserve actual readings and exceptions, not only a box marked complete.

Keep welding quality approval separate from permission to undertake hazardous work. The task also needs its applicable hot-work, fire, fume, electrical and access controls. If inspection would require unsafe access, revise the work arrangement with the responsible specialists; do not ask an inspector to improvise. This article is a quality-planning framework, not a safe welding method statement.

Buy an examination with a defined question

ISO 17635:2025 relates NDT method selection to quality requirements, material, thickness, welding process and testing extent. It cautions against directly equating NDT acceptance levels with the weld quality levels in ISO 5817 or ISO 10042. [5]

Our procurement recommendation is to obtain a reviewed examination brief before appointing the testing provider. State the joint population, method and technique, examination extent, applicable acceptance criteria, required personnel competence, timing, surface condition, access and reporting format. Have the responsible specialists resolve any conflict between the design requirements and what the proposed technique can examine. The nearest available instrument is not a selection rationale.

Require each report to identify the weld and examined portion, method, procedure revision, examination date, findings, limitations and disposition against the specified criteria. Distinguish examined and accepted, examined with unresolved findings, and not examined. Where only a sample is required, preserve the approved sampling basis; do not extend a sample's result into an unqualified statement that every weld was tested.

Treat a proposed method change as a technical change, not a purchasing substitution. Obtain approval before proceeding and update affected instructions and records. If the planned examination cannot be performed at the site, resolve the access, sequence or approved alternative explicitly. Do not describe a visually satisfactory surface as equivalent to an unavailable examination of the joint's interior.

Keep repairs in the history, then measure closure

When a result is unacceptable or uncertain, identify and hold the affected joints while the authorised parties determine the scope and disposition. Require an approved repair plan, any necessary design or stability review, and the specified re-examination. Retain the original finding and link every repair cycle to it. Overwriting a failed report with a later pass removes information the owner may need.

Before coating, fire protection or enclosure removes access, reconcile the weld map with completed work, required examinations and open items. Release only the defined scope approved by the responsible authority. Hand over searchable records plus a durable export that can be read without the fabricator's software account. Ask someone outside the production team to retrieve one joint's full history as a practical completeness check.

Measure traceability as the proportion of completed joints with all required linked records. Report overdue holds by age and joint family. Track first-presentation acceptance among joints examined under the same agreed scope, while recording repairs and unexamined work separately. Define denominators and reporting periods before the pilot; changing the sampling rate must not masquerade as an improvement in welding quality.

Scale the workflow only when the team can identify the joint, demonstrate the applicability of its approvals, retrieve the observations and explain its current status without reconstructing events from memory. The proposed benefit is a more defensible acceptance decision and clearer repair responsibility. No numerical productivity saving or return on investment is claimed; assess actual effort and rework from the project's own records.

Sources & further reading

These primary sources support the claims and implementation frameworks used in this field note.

  1. 1. AWS D1 Committee: D1.1/D1.1M:2025-AMD1, Structural Welding Code—Steel

    American Welding Society (AWS)

  2. 2. The differences between welder and weld procedure approval

    TWI

  3. 3. ISO 14731:2019 — Welding coordination: Tasks and responsibilities

    International Organization for Standardization (ISO)

  4. 4. ISO 3834-1:2021 — Quality requirements for fusion welding: Selection of the appropriate level

    International Organization for Standardization (ISO)

  5. 5. ISO 17635:2025 — Non-destructive testing of welds: General rules for metallic materials

    International Organization for Standardization (ISO)

Sources checked on 25 September 2026. References to AWS and ISO are based on their public catalogue descriptions, not a review of the full standards. TWI supports the distinction between procedure and welder qualification, not selection of a current governing edition. Uncited workflow proposals are OlbrichCo editorial recommendations, not reported project results. The contract, applicable requirements, responsible local engineering review and site conditions control. The cover is an editorial specimen, not a fabrication or marking detail.