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AS/NZS 3788Current

Pressure equipment — in-service inspection

A practical guide to managing pressure equipment after commissioning: inspection planning, damage mechanisms, fitness for service, repairs, alterations, re-rating and records.

01

“How many years can we leave this vessel before the next internal inspection?”

A generic interval is rarely the whole answer. The equipment type, hazard level, damage mechanisms, previous findings and inspection strategy determine whether the planned interval is defensible.

02

The practical answer

AS/NZS 3788 provides the in-service integrity framework for pressure equipment. Inspection is planned to demonstrate continued fitness for service until the next inspection, not simply to satisfy a calendar date.

The inspection scope should be based on expected deterioration, age, design and construction, environment, operating history and previous inspection results.

Commissioning, first in-service inspection, internal and external inspection, non-intrusive techniques and risk-based approaches can all form part of the strategy where the required conditions are met.

Repairs, alterations, re-rating, relocation, excursions and missing documentation can trigger additional engineering and inspection work outside the normal interval cycle.

AS Applied rule of thumbChoose the scope, design basis and evidence pathway first. Do not start by hunting for a single clause, percentage or formula that makes the preferred answer work.
03

Where this Standard fits

Common starting points
  • Air receivers and process vessels in service
  • Boilers and associated pressure equipment
  • Pressure piping inspection programs
  • Equipment after relocation, repurposing or change of duty
  • Repair, alteration and re-rating pathways
  • Missing records and reconstruction of equipment history
Do not assume
  • A universal fixed inspection interval for every vessel
  • A substitute for competent condition assessment
  • Permission to defer inspection because the equipment has not leaked
  • A design Standard for new vessels or piping
  • A reason to repair cracks without identifying the damage mechanism
  • An excuse to treat missing documentation as normal
04

Build the inspection plan around deterioration and evidence

The question is not only when to inspect. It is what could degrade, where, how quickly and what evidence will show the equipment remains safe until the next inspection.

1Establish the equipment baselineIdentity, design basis, hazard level, drawings, materials, operating limits and registration records.
2Identify credible damage mechanismsCorrosion, erosion, cracking, fatigue, creep, embrittlement, external damage and service-specific mechanisms.
3Review history and surveillancePrevious thickness data, findings, repairs, excursions, leaks and process changes influence the next plan.
4Define inspection scope and intervalSelect methods, coverage, access and timing to demonstrate integrity until the next planned inspection.
5Assess findings and fitness for serviceObserved damage should lead to a competent decision: accept, monitor, repair, alter, re-rate or retire.
6Update records and future strategyThe inspection report becomes part of the equipment history and should change the next plan where evidence warrants it.
The most common failure is a broken chain of assumptions.

A good result needs the equipment definition, loads, design method, fabrication, inspection and operating limits to describe the same real system.

05

Key engineering concepts to understand

01

Inspection is an integrity argument

The plan should explain why the selected methods and coverage are capable of finding the damage that matters.

02

Intervals are conditional

Published intervals are not a licence to ignore deterioration rate, remaining life or adverse findings.

03

Non-intrusive inspection is not simply easier access

It needs a justified scope capable of addressing the relevant damage mechanisms and equipment condition.

04

Fitness for service is a decision process

A defect is not automatically acceptable or rejectable by appearance. Characterization, loads, material and remaining life can matter.

05

Repairs require engineered control

Crack removal, welding, heat treatment, NDE, pressure testing and hold points should follow a documented repair specification.

06

History is a safety asset

Good records make trends visible and allow future competent persons to understand what has changed and why previous decisions were made.

06

Detailed engineering case studies

The examples below show how the Standard changes a real engineering decision. They are not clause summaries or universal answers; each case starts with the equipment, task and evidence available.

Case study 1 · Missing integrity history

Air receiver with no internal inspection records

01
Project context

A 15-year-old air receiver is operating normally. The site can find external visual reports but no internal inspection records and no complete manufacturer data report.

Why this Standard matters

The absence of leakage is not the integrity case. The owner needs an equipment identity, damage-mechanism view, inspection basis and traceable history.

What made the job difficult

  • Design pressure and vessel identity can be partly confirmed from the nameplate only.
  • No trendable thickness data exist.
  • Condensate management history is uncertain.
  • The site wants to know whether operation can continue until the next major shutdown.

How the engineering review should proceed

  1. Reconstruct the asset record and identify the credible internal and external deterioration mechanisms.
  2. Plan inspection coverage to establish current condition and a future baseline, not simply to 'get a certificate'.
  3. Assess findings against the design basis and remaining life where thinning or damage is identified.
  4. Create a forward inspection plan linked to the actual condition and service.
Practical outcome

The deliverable is a rebuilt integrity record and justified next-inspection basis. A one-off inspection report without equipment history, trend data and follow-up actions would not solve the underlying asset-management problem.

Also investigate
AS 1210 design basisAS 4343 / registration recordsCondensate control and operating procedures
Case study 2 · Inspection interval decision

Request to extend internal inspection because shutdown cost is high

02
Project context

A process vessel has a long history of satisfactory inspections, and the owner wants to extend the next internal inspection to avoid a costly shutdown.

Why this Standard matters

The decision should be based on equipment history, credible degradation, inspection effectiveness and remaining life—not only on the economic benefit of deferral.

What made the job difficult

  • Previous inspections show no significant general thinning.
  • The process chemistry changed two years ago.
  • External non-intrusive inspection is proposed as a substitute for internal access.
  • Some high-risk internal surfaces are difficult to examine from outside.

How the engineering review should proceed

  1. Review the full process and inspection history for changes that could introduce new damage mechanisms.
  2. Map each credible degradation mechanism to an inspection method and achievable coverage.
  3. Identify what internal inspection information would be lost by extending the interval.
  4. Document the technical basis, limitations and triggers that would cancel the extension.
Practical outcome

An interval extension can be an engineering decision, but only where the inspection strategy can still detect the relevant damage before loss of integrity. Cost saving is a benefit, not the technical justification.

Also investigate
Risk-based inspection methodology where usedProcess chemistry and corrosion expertiseJurisdictional inspection requirements
Case study 3 · Damage, repair and future monitoring

Corrosion under insulation found during external inspection

03
Project context

Local insulation removal reveals external corrosion on a pressure vessel near a support. The maintenance team wants to grind, weld-build and reinsulate the area quickly.

Why this Standard matters

Inspection, repair and future monitoring need to form one controlled process. Repairing before the damage is characterised can destroy the evidence needed to set the future inspection plan.

What made the job difficult

  • The visible corrosion may extend beyond the opened insulation window.
  • The support geometry may trap water and recreate the damage.
  • Remaining wall thickness and local geometry need engineering assessment.
  • The repair route affects NDE, testing and future baseline measurements.

How the engineering review should proceed

  1. Expand inspection to define the full extent and identify the moisture entry mechanism.
  2. Assess fitness for continued service and whether immediate repair is required.
  3. Prepare a repair specification with hold points, welding/NDE requirements and acceptance criteria where welding is selected.
  4. Modify the insulation or drainage detail and set a targeted reinspection plan.
Practical outcome

The strongest outcome is not simply restored thickness. It is a documented damage mechanism, verified repair and monitoring plan that reduces the chance of recurrence.

Also investigate
AS 1210 original design basisRepair welding procedure qualificationInsulation and weatherproofing design
07

Common mistakes

Treating the table as a calendar

Intervals are copied without considering deterioration, remaining life or conditions for extending them.

Inspecting only what is easy to access

Coverage follows access convenience rather than likely damage locations.

Repairing before characterising the defect

Grinding or welding destroys evidence needed to understand the mechanism and extent.

Ignoring process changes

A new fluid, temperature, cycle rate or cleaning regime can create a new damage mechanism.

Separating relief devices from the equipment plan

Protective systems are essential to pressure-equipment integrity and need their own verified maintenance and test basis.

Losing the inspection history

Reports are stored as isolated PDFs without trendable thickness data, repair records or clear equipment identity.

08

Information to gather before making the decision

Unique equipment identification and location

Design and as-built documentation

AS 4343 hazard level

Registration records

Operating envelope and excursions

Fluid and environmental exposure

Known and credible damage mechanisms

Previous inspection reports and thickness data

Repairs, alterations, re-ratings and relocations

Relief-device and safeguard records

Current condition surveillance

Remaining-life or fitness-for-service assessments

09

What should happen next?

1

Healthy documented equipment

Maintain a competent inspection plan linked to damage mechanisms and operating history.

2

Unexpected deterioration

Reassess remaining life, inspection interval and operating controls before continuing normal service.

3

Repair or alteration

Use a documented engineering specification, controlled execution, verification and post-work inspection.

4

Missing documentation

Reconstruct and validate enough design and condition information to support a safe-to-operate decision.

5

Complex defects

Use competent fitness-for-service and specialist NDT input rather than relying on a simple visual judgement.

Related AS Applied content

10

Source basis & limitations

  • This page explains inspection strategy and lifecycle decisions without reproducing inspection-interval tables.
  • Jurisdictional registration, notification and statutory inspection duties should be checked separately.
Project-specific engineering

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