Create your own
Lesson illustration

Locating Governing Requirements in EN 15085 Parts 1–6

Hello, and welcome. This course develops a production-focused method for reviewing welded rail-vehicle designs and fabrication readiness under the EN framework, with EN 15085 as the central product standard. We will treat standards navigation as an engineering task: the goal is not to collect clause numbers, but to identify the requirement that controls a specific decision, establish its limits, and record the evidence needed to show conformity.

This first lesson builds the navigation discipline used throughout the course. By the end, you should be able to take a review question such as “Who defines the inspection class?”, “May this repair be made under the production certificate?”, or “Where must torch access be addressed?” and locate the governing EN 15085 part and the likely clause or annex to read in your current controlled copy.

Plan for about 35–40 minutes, including the two short readings.


Start with the question, not the standard number

A welding review question often arrives in an unhelpful form:

  • “The weld cannot be inspected after final assembly.”
  • “The supplier says their certificate covers this.”
  • “The drawing does not state an inspection extent.”
  • “Can we repair this crack in service?”
  • “The WPS says a different joint preparation.”
  • “Who is allowed to accept this deviation?”

These statements concern different stages of a welded product’s life and, therefore, different parts of EN 15085. The first task is to turn the statement into a precise review question.

For example:

Vague issuePrecise review question
“The supplier is certified.”Does the supplier’s EN 15085 certificate cover the required classification level, activity, process, material range, and site?
“This weld is hard to inspect.”Does the design permit the specified inspection to be performed before access is restricted, and who must define that inspection?
“Can we repair it?”Is this new-manufacture rework or maintenance welding, and which repair controls and approvals apply?
“The drawing is incomplete.”Which design-document information is required for this weld to be planned, produced, and inspected?

A useful rule is:

The governing requirement is the requirement that directly controls the decision being made.

Other documents may support that decision, but they are not automatically the governing requirement. For example, a WPS can show how a weld is to be made, but it does not replace the design requirement that identifies the weld’s required performance and inspection class.


The six-part map: find the lifecycle location

EN 15085 is a series. You navigate it first by identifying the lifecycle activity and the object of control.

document cwrvc/1: scheme description and benefits

Read the opening scope and part list, then use the reproduced EN 15085-2 Annex A task matrix as a practical map of welding-coordination review tasks. This is a third-party certification-scheme document, so use it for orientation; verify final clause wording in your controlled EN 15085 copies.

At the start of the document, read the scope and six-part list. Note the distinct focus assigned to each part. Then find “Appendix 3 – Annex A from BS EN 15085-2:2020,” headed “Tasks and Areas of Competence of the Welding Co-ordinator.” Read the rows from “B.1 Review of requirements” through “B.2 Technical review,” then scan the later rows for inspection, nonconformity, traceability, and quality records. Focus on how a single review function spans contract analysis, design, work preparation, production, and postproduction.

The first-pass map is:

EN 15085 partPrimary question it answersTypical review trigger
Part 1 — GeneralIs EN 15085 applicable, and what common terms and framework apply?Scope, terminology, series structure, applicable edition
Part 2 — Requirements for the welding manufacturerIs the organization suitably classified, certified, coordinated, and organized?Certificate scope, classification level, welding-coordination authority, subcontracting
Part 3 — Design requirementsHas the weld been designed and documented so its required performance can be achieved and inspected?Weld performance class, inspection class, design documentation, joint details, accessibility
Part 4 — Production requirementsCan the weld be made under controlled conditions?WPS/WPQR, personnel qualification, materials, consumables, preparation, production weld tests
Part 5 — Inspection, testing and documentationHow is conformity inspected, accepted, recorded, and controlled?Inspection method and extent, NDT competence, reports, defects, traceability
Part 6 — Maintenance welding requirementsWhat changes when welding is performed during maintenance, repair, overhaul, or refurbishment?In-service repair, material uncertainty, repair restrictions, ECM involvement

This map is deliberately simple. In real review work, a question commonly touches two or three parts. That does not mean all parts govern the same decision.

Consider a design question: “A closed box section contains a longitudinal weld that cannot be reached from inside after closure. Is this acceptable?”

  • Part 3 is the primary starting point because the concern is weld design, accessibility, and the ability to inspect.
  • Part 5 supplies the connected inspection requirements and records.
  • Part 4 may be needed if the production method or sequence affects whether the weld can be made and cleaned properly.
  • Part 2 becomes relevant only if the issue concerns who has authority to perform or approve the review.

The primary requirement is therefore likely in Part 3, while Parts 4 and 5 provide linked requirements. A good review record distinguishes these roles.


A requirement chain, rather than a clause hunt

Standards are not flat lists. A sound answer normally follows a short requirement chain:

  1. Scope and condition
    Confirm the product is within EN 15085 scope and establish whether the activity is new manufacture, maintenance, or supply.

  2. Primary EN 15085 requirement
    Identify the part, clause, table, or annex that directly governs the decision.

  3. Referenced normative standard
    Check whether EN 15085 directs you to another standard, such as EN ISO 3834, EN ISO 14731, EN ISO 9606, EN ISO 14732, EN ISO 9712, or EN ISO 17662.

  4. Project-specific requirement
    Check the contract, customer specification, drawing, technical delivery condition, or internal controlled procedure. These can impose requirements additional to the standard.

  5. Evidence
    Identify what demonstrates that the requirement has been met: a certificate, drawing revision, welding plan, WPS, WPQR, qualification record, inspection report, or approved concession.

This avoids two common errors.

Error 1: treating an informative source as the requirement

A certification-body guide, customer presentation, internal checklist, or older project note can be useful for navigation. It is not automatically the binding requirement. The governing wording must be checked in:

  • the current controlled EN 15085 part;
  • any normative reference cited by that part;
  • the contract or project specification where it adds requirements.

The curated TWI scheme document is helpful because it reproduces the part structure and selected EN 15085-2 tables. It should not replace your controlled standard.

Error 2: stopping after finding one relevant clause

A clause may identify what is required but not who may decide, how it is demonstrated, or which inspection controls follow. In a production review, note the interfaces explicitly.

For instance, a question about a weld’s performance class starts in Part 3, but it may affect:

  • the manufacturer classification and permitted scope in Part 2;
  • WPS and qualification requirements in Part 4;
  • inspection class, method, extent, acceptance, and records in Part 5.

At this stage, do not try to resolve every interface. Identify them so that the review is not falsely closed.


How to classify a review question quickly

Use two filters before opening the standard.

Filter 1: What is the decision about?

If the question is mainly about…Begin in…
Applicability, definitions, common frameworkPart 1
Manufacturer certificate, classification level, welding coordinator, organizational capabilityPart 2
Design assumptions, weld layout, performance or inspection classification, drawing informationPart 3
Welding execution, WPS, WPQR, personnel, consumables, production testingPart 4
Inspection timing, NDT, acceptance, reporting, traceability, defect handlingPart 5
Repair, refurbishment, overhaul, in-service welding, maintenance restrictionsPart 6

Filter 2: Is this new manufacture or maintenance?

Do not assume that “repair” always means Part 6. A repair during manufacture can be a production nonconformity managed within the new-manufacture controls, while welding performed as maintenance on an existing rail vehicle brings Part 6 into focus.

The activity designations used in EN 15085-2 also matter:

  • D: design;
  • P: production;
  • M: maintenance;
  • S: purchase and supply without conducting the relevant welding operation.

These activities are especially important when checking a certificate or assigning responsibility. A manufacturer’s ability to carry out one activity does not automatically establish competence or certification scope for the others.


Reading the interfaces: Part 2, Part 3, and Part 5

The European Committee for Welding of Railway Vehicles guideline is especially useful here because it explains how design, manufacturer controls, inspection, and maintenance are interpreted in practice. Treat it as an interpretation aid, then confirm the exact requirement in the standard itself.

Guideline of the European Committee for Welding of ...

Use this guideline to see how review questions cross EN 15085 Parts 2–6. Concentrate on the distinction between manufacturer activities, design responsibilities, inspection controls, and maintenance requirements. Keep your current EN 15085 set open so you can compare the guideline’s references with the actual clauses.

First, in Section 2.3, “Types of activities of the manufacturer,” read the activity definitions. Note that D, P, M, and S answer different questions about what the organization is responsible for. Next, in Section 3.1, “Design requirements,” read the design-review list. Then continue within Section 3.2, “Weld performance classes,” and Section 3.6, “Welding joint design,” focusing on the separation between the designer’s classification input and the welding design review’s feasibility, accessibility, and inspection concerns. Finally, in Section 5.1, “Inspection and testing of welded joints,” and Section 6.1, “General,” read the inspection and maintenance discussion. Notice that maintenance welding has a distinct route and must not be treated as ordinary new production.

Several important navigation principles emerge.

Design classification is not the same as inspection execution

Part 3 is where the design framework addresses the weld’s required performance and inspection classification. Part 5 is where inspection and testing are planned, performed, documented, and managed. A drawing that omits classification information may therefore be a Part 3 design-input problem, even though its consequence is that Part 5 inspection planning cannot be completed.

Welding coordination connects, but does not replace, design authority

EN 15085-2 connects the welding coordinator’s organization, competence, tasks, and authority to EN ISO 14731. Its Annex A task matrix includes review of requirements and technical review, including parent materials, joint properties, accessibility, sequence, weld performance requirements, and joint preparation.

That role enables the coordinator to identify an unmanufacturable or uninspectable design detail. It does not automatically transfer structural design authority to the coordinator. If resolution would alter required load performance, fatigue behaviour, design weld size, or safety classification, the matter normally needs escalation to the design authority under the project’s defined responsibility arrangement. The next lessons will make that boundary more precise.

Maintenance is a different condition, not merely a different location

Part 6 applies additional logic where existing equipment is being maintained or repaired by welding. The material may be uncertain, access may be constrained, prior service damage may be present, and restrictions on welding may apply. Therefore, when a review question includes “repair,” first establish:

  • Is the item already in service?
  • Is the work being performed as maintenance, overhaul, or refurbishment?
  • Is there an entity in charge of maintenance or an equivalent designated authority?
  • Is the welding manufacturer approved for the relevant maintenance activity?

Only then decide whether Part 6 is the governing starting point.


A repeatable clause-location method

When a review question is raised, use the following desk method.

1. Capture the factual situation

Write only facts known at the time:

  • assembly and weld identifier;
  • drawing number and revision;
  • material and thickness, if relevant;
  • new manufacture or maintenance;
  • manufacturer and site;
  • observed issue;
  • project or customer reference.

Avoid writing the conclusion first. “The weld is unacceptable” is a conclusion; “the proposed weld is inaccessible for internal cleaning after closure” is an observable issue.

2. State the decision required

Use a decision-oriented sentence:

Determine whether the design documentation adequately defines an inspectable weld and whether the proposed assembly sequence permits the required examination.

This prevents a broad search for every clause containing the word “inspection.”

3. Select the primary part

Apply the two filters above. Record the choice, for example:

Primary route: EN 15085-3, because this is a design and weld-accessibility question.
Connected route: EN 15085-5, because the inspection requirement must remain practicable.

4. Navigate within that part

In the standard’s table of contents and index, search first for the technical noun, then for the control action.

For the inaccessible box-section case, likely search terms include:

  • joint design;
  • design documentation;
  • inspection class;
  • accessibility;
  • visual examination;
  • inspection and testing;
  • welding plan.

Read the full clause, including its notes, tables, figures, and referenced annexes. Do not quote a single “shall” sentence without the condition that limits it.

5. Follow normative references deliberately

If the clause cites EN ISO 3834, EN ISO 14731, or an inspection standard, record that link. Then determine whether the referenced document supplies:

  • a detailed technical requirement;
  • a competence requirement;
  • a test method;
  • a definition; or
  • a recommended practice.

The reference may be dated or undated. Use the edition required by the project’s controlled standards register and by the wording in your EN 15085 copy; do not silently substitute a newer edition.

6. Record the result in a requirement locator

A concise format is enough:

FieldExample entry
Review questionCan the specified internal weld be inspected after closure?
Product conditionNew manufacture
Primary requirementEN 15085-3: design and joint/inspection accessibility provisions
Connected requirementEN 15085-5: inspection planning and execution requirements
Supporting requirementEN 15085-2 Annex A / EN ISO 14731: technical-review task assignment
Evidence to checkDrawing section, weld schedule, assembly sequence, inspection plan, access evidence
StatusOpen: design authority to confirm inspection method and timing

At this stage, it is acceptable for the clause field to say “candidate clause to verify” while you are still researching. What is not acceptable is presenting an unverified clause reference as final.


Worked navigation examples

Case A: “Does this supplier have the right EN 15085 scope?”

A supplier proposes to weld stainless-steel brackets for a rail vehicle. Their certificate is available, but the review team has not checked its classification level, activity, welding process, or site.

  • Primary part: Part 2.
  • Why: the immediate decision concerns the welding manufacturer’s qualification, classification level, certificate scope, welding coordination, and authorized activity.
  • Connected parts: Part 4 for applicable production controls; Part 3 if the bracket’s design classification must be checked.
  • Evidence: certificate, scope statement, site address, activity indicator, process and material range, customer specification.

Do not begin with Part 4 merely because welding will occur. The first question is whether the organization is qualified to undertake that welding activity.

Case B: “The drawing gives a fillet-weld size but no weld performance or inspection classification.”

  • Primary part: Part 3.
  • Why: the missing inputs are design-documentation and weld-classification information.
  • Connected part: Part 5, because inspection planning cannot be completed without the classification basis.
  • Likely action: raise a controlled clarification to the design authority. Do not invent the classification from the weld size, component name, or presumed safety relevance.

Case C: “A crack is found on an in-service bogie component. The workshop proposes grinding and rewelding.”

  • Primary part: Part 6.
  • Why: it is maintenance welding on an in-service component.
  • Connected parts: Part 2 for the maintenance activity and coordination capability; Part 4 for qualified procedure and production controls; Part 5 for inspection and documentation.
  • Additional interface: maintenance authority, customer, or designated entity responsible for maintenance, depending on the contractual and regulatory arrangement.

The key navigation decision is that this is not a normal new-production repair simply because it takes place in a workshop.


Your personal rule set for the course

Keep these five rules visible while reviewing drawings and production documentation:

  1. Establish the activity and lifecycle condition first.
    New manufacture, maintenance, design, production, and supply lead to different governing routes.

  2. Identify one primary EN 15085 part before following cross-references.
    This keeps the review logically focused.

  3. Read conditions, tables, annexes, and cited standards with the clause.
    A clause number alone is rarely a defensible interpretation.

  4. Separate the standard requirement from the project requirement and the evidence.
    They answer different questions.

  5. Record uncertainty as an open issue rather than filling a design or approval gap with assumption.
    This is particularly important for weld performance, inspection classification, and fatigue-sensitive details.


You now have a practical map of EN 15085 Parts 1–6 and a method for locating the governing route for a review question. The essential habit is to start with the decision, identify the lifecycle stage, choose the primary part, then follow only the necessary interfaces to supporting standards, contract requirements, and objective evidence.

In the next lesson, we will map the relationship among EN 15085, EN ISO 3834, EN ISO 14731, contract requirements, product requirements, and internal procedures. That will turn today’s clause-location method into a clearer hierarchy of responsibility and evidence.

Can't find a good explanation? Sign up and we'll make it for you

Sign up