Key takeaway

A lower thickness number can reflect another point or measurement mode. Establish comparability before calling the difference corrosion.

Trace the number to a place and an echo

A pipe history shows 8.0 mm in one survey and 7.6 mm in another. Before computing a corrosion rate, ask whether both readings describe the same physical position, surface treatment and measurement method. A shared pipe identifier is not enough to identify a local thickness trend.

Evident’s corrosion tutorial explains timing to back-wall echoes and the effect of transducer design on irregular corroded surfaces. Its coating tutorial describes a separate issue: an overlying coating can contribute to a metal-mode reading, while suitable echo-to-echo measurement excludes it using successive back-wall echoes. The retained mode and signal evidence matter to interpretation.

A fictional trend register keeps unmatched points out

Assume a hypothetical survey register explicitly identifies point P1 and a repeat visit exactly two years later. Both readings use the same documented local position, comparable preparation and an approved measurement method. The central reported values are 8.0 and 7.6 mm. Their difference is 0.4 mm; divided by two years it is 0.2 mm/year.

That is an apparent change in the stated central values under the example’s comparability assumptions. Measurement uncertainty and technical acceptance have not been resolved, so the example does not establish a precise physical corrosion rate or remaining life. It also provides no basis to extrapolate that change into the future.

A separate point P2 has only a later 7.2 mm reading. It can be lower than P1 without showing that P2 lost 0.8 mm. Another pair C1 changes coating/mode without sufficient records. The completed register holds both trend calculations rather than substituting P1’s baseline or applying a guessed coating correction.

Fictional location/pairRetained valuesCompleted decision
P1, same documented point/method8.0 → 7.6 mm over 2 yearsCentral-value change 0.4 mm; apparent rate 0.2 mm/year; uncertainty unresolved
P2, baseline absentLater 7.2 mmRetain local observation; no loss rate
C1, coating/mode changed8.0 → 7.9 mmHold comparison; no guessed correction
Whole pipeOnly selected points recordedNo complete minimum-wall claim

A coating correction needs the actual method

Evident describes echo-to-echo measurement as requiring usable successive back-wall echoes; severe corrosion can prevent those echoes. A field labelled coating excluded should therefore retain the applicable instrument mode and quality evidence, rather than being treated as proof that any gauge ignored paint correctly.

Do not simply subtract a measured paint thickness from a metal-mode display. The coating’s sound velocity and the instrument’s processing affect its contribution. Keep original readings, mode, transducer, velocity setting, surface condition and available waveform or inspector confirmation. If a receiving system cannot retain that context, qualify the numerical field.

Keep local coverage separate from asset acceptance

Record the survey grid or point reference, access limits, scan path and how local minima were sought. Evident’s corrosion explanation describes why dual-element designs can be useful for pitted and rough surfaces. It does not establish that one retained point found the thinnest wall of a whole vessel or pipe.

The appropriate integrity specialist decides inspection sufficiency and applicable engineering criteria. This article does not prescribe a minimum allowable thickness or convert two point readings into a fitness-for-service finding. A location-reference change should remain an exception in the history, even if the asset name and nominal thickness are unchanged.

Send the owner a targeted reconciliation

For the fictional register, P1 needs uncertainty and technical interpretation; P2 needs a valid earlier local reference if a trend is required; C1 needs method/coating evidence. These are different recovery tasks. A single archive-wide cleaned flag would conceal them.

Use Inventory to describe point identity and method coverage, then Due diligence to state whether the task needs report retrieval, local change or a full survey. Keep real asset locations and client inspection material within authorized systems. An introductory description does not validate structural integrity or approve disclosure of inspection records.

Tools for this decision

Data inventory builder →Diligence question builder →