questions170
closed book110
open book60
exam day7.5 h
pass point400/500
fee$875
do not pass34%
Open Book Pass Know it, or know where to find it.

About one in three candidates does not pass

You will not find out on exam day. Work through every clause the exam draws from, on numbers that change every time, until nothing on the paper is new.

Start the free set How this is built

§ 01

The exam, in figures

One day, two halves, two different skills. The closed-book half tests what you carry; the open-book half tests whether you can find the rest under a clock.

Total questions170
Scored questions140
Closed book110 questions · 165 min
Open book60 questions · 225 min
Break45 min
Exam day7.5 hours
Score scale200–500
Pass point400
Deliveryin-person computer-based testing at Prometric centers
Certification valid3 years
Recertificationevery 3 years

Failure rate 34% — Moyenne des cinq dernieres fenetres d'examen API 570 publiees par API (ICP Status Update, 30 oct. 2025) : fevrier 2024 66,0 % / juin 2024 68,4 % / octobre 2024 70,2 % / fevrier 2025 63,7 % / juin 2025 66,5 %. Moyenne de reussite 66,96 %, donc 33,04 % d'echec. A recalculer a chaque nouvelle publication de statistiques API.

§ 02

Cost and exam windows

Initial exam — member$875
Initial exam — non-member$1125
Recertification — member$745
Recertification — non-member$855
Fee schedule year2026
Windows per year3 — February, June, October

API, Individual Certification Programs — Schedules & Fees — checked 2026-07-31, a la source api.org — page ICP Schedules & Fees. Verifie a la source avant publication de la page pilier. A relire avant chaque mise a jour de la page : API a deja procede a des augmentations annoncees en cours d'annee.

§ 03

Who may sit it

Education and experience combine. One row has to be satisfied in full.

EducationExperience
BS or higher in engineering or technology, or 3+ years of military service in a technical role1 year in the supervision or performance of inspection activities
Two-year degree or certificate in engineering or technology, or 2 years of military service2 years in design, construction, repair, operation or inspection work, of which 1 year in supervision or performance of inspection activities
High school diploma or equivalent3 years in design, construction, repair, operation or inspection work, of which 1 year in supervision or performance of inspection activities
No formal education5 or more years in design, construction, repair, operation or inspection work, of which 1 year in supervision or performance of inspection activities

All experience must have been acquired within the last 10 years while employed by, or under contract with, an authorized inspection agency. Source: API, API 570 Piping Inspector certification page, checked 2026-07-31, a la source api.org — page de certification API 570.

§ 04

Body of knowledge and applicable publications

February 2026 Body of Knowledge (valid for the February, June and October 2026 exam windows)

  • §API 570
  • §API RP 571 (selected paragraphs only)
  • §API RP 574
  • §API RP 576 (Sections 5, 6.1-6.5, 7 only)
  • §API RP 577
  • §API RP 578
  • §ASME BPVC Section V
  • §ASME BPVC Section IX (brazing excluded)
  • §ASME B16.5
  • §ASME B31.3 (extensive engineering exclusions - see BOK section I.B)
  • §ASME PCC-2 (13 listed Articles only)

Editions in force for this cycle

API 5705th Edition, February 2024
API RP 5713rd Edition, March 2020
API RP 5745th Edition, February 2024, Addendum 1 (March 2025)
API RP 5765th Edition, September 2024
API RP 5773rd Edition, October 2020
API RP 5784th Edition, February 2023
ASME BPVC Section V2023 Edition
ASME BPVC Section IX2023 Edition (welding only, brazing excluded)
ASME B16.52020 Edition (issued January 2021)
ASME B31.32024 Edition (issued December 2024)
ASME PCC-22022 Edition

API 570 Exam Publications Effectivity Sheet, FOR: 2026, published by API — 2026-07-31, a la source api.org — les onze editions listees ci-dessous ont ete confirmees une a une.

§ 05

20 free questions, with the full explanation

Chosen across every question type and every section of the body of knowledge. Nothing here is held back: each one carries the reasoning and what each wrong answer gets wrong. The calculation questions draw new numbers on every view — press the button and watch.

answered 0 / 20correct 0 in memory only — nothing is stored
§ 01BOK I.A.1closed book

A length of pipe went into service with a measured wall of {t_orig} in ({t_orig_mm} mm). The same location reads {t_now} in ({t_now_mm} mm) after {years} years of continuous service. Compute the long-term corrosion rate.

Answer and explanation

The long-term rate is the whole loss divided by the whole time that produced it, and nothing in the arithmetic is harder than one subtraction and one division. What makes it worth asking is that each wrong option is a different accounting of the same two numbers: one divides by months and files the answer as an annual figure, one forgets that a rate needs a loss rather than a thickness, and one multiplies where it should divide. A rate reported twelve times too small looks entirely reasonable on paper, and the life computed from it will be twelve times too long.

  • Option B: divides by the elapsed months while labelling the result an annual rate.
  • Option C: divides the surviving wall by the years, which is not a loss at all.
  • Option D: multiplies by the years instead of dividing, so the figure grows with time in service.

This question draws new numbers every time it is served. The answer cannot be memorised — only the method transfers.

§ 02BOK I.A.3 / I.A.9open bookASME B31.3 304.1.2 · read in ASME B31.3-2020

For this material at the design temperature, take the allowable stress S = {S} psi, the quality factor E = {E}, the weld joint strength reduction factor W = {W}, and the coefficient Y = {Y} as given data. The pipe has an outside diameter D = {D} in and an internal design gage pressure P = {P} psi. Using the outside-diameter form of the internal pressure equation of para. 304.1.2, compute the pressure design thickness.

Answer and explanation

The values of S, E, W and Y are given here as data of the problem, exactly as an examination gives them for a closed-book calculation: what is being tested is the assembly of the expression, not the recall of a table. Two of the wrong options are the two ways the denominator is habitually mishandled — dropping the PY term altogether, which is the thin-wall simplification and gives a thickness slightly too small, or reversing its sign. Note also that this is a pressure design thickness and not yet a required thickness: the allowances have still to be added.

  • Option B: drops the PY term, which is the thin-wall approximation and understates the thickness.
  • Option C: subtracts the PY term instead of adding it, overstating the thickness.
  • Option D: puts the factor of two in the numerator instead of the denominator, which is out by four.

This question draws new numbers every time it is served. The answer cannot be memorised — only the method transfers.

§ 03BOK I.A.4open bookASME B31.3 345.4.2 · read in ASME B31.3-2020

A system is to be hydrostatically tested. Take as given data: the design gage pressure P = {P} psi, a specified multiplier of {m} on the design pressure, an allowable stress at the test temperature ST = {ST} psi, and an allowable stress at the design temperature S = {S} psi. The design temperature is the higher of the two. What minimum test pressure applies?

Answer and explanation

The correction exists because the test is run cold and the system is designed hot. Material is stronger at the test temperature, so a test at the plain multiplier would prove less about the hot condition than it appears to — the ratio restores the margin the test is meant to demonstrate. Note the direction: the allowable stress at the test temperature sits on top, so the correction raises the test pressure, and inverting the ratio lowers it instead. Dropping the correction altogether is the third option and is the more common omission.

  • Option B: inverts the ratio, which lowers the test pressure instead of raising it.
  • Option C: applies the multiplier alone and proves less about the hot condition than intended.
  • Option D: applies the ratio but loses the multiplier.

This question draws new numbers every time it is served. The answer cannot be memorised — only the method transfers.

§ 04BOK IV.4 / IV.5 / Vclosed book

Three monitoring locations on one circuit read {t_a} in, {t_b} in and {t_c} in. The required thickness for the component is {t_req} in and the circuit's corrosion rate is {rate} in per year. What remaining life should be reported for the circuit?

Answer and explanation

Remaining life is a statement about when the circuit stops being fit, and the circuit stops being fit when its worst location reaches the required thickness. Averaging is what makes the reported life longer than the truth, which is why the mean of the readings sits among the wrong answers. The arithmetic is trivial in all four cases; the question is entirely about which thickness you are entitled to put in the numerator, and whether the requirement was subtracted from it at all.

  • Option B: reporting from the mean gives a life the thinnest location will not honour.
  • Option C: the thickest reading describes the healthiest part of the circuit and says nothing about its life.
  • Option D: omits the required thickness altogether, projecting the component down to nothing.

This question draws new numbers every time it is served. The answer cannot be memorised — only the method transfers.

§ 05BOK I.A.2open bookASME B31.3 302.3.4 · read in ASME B31.3-2020

Which two facts about a welded pipe determine its weld joint quality factor?

Answer and explanation

Two entries, and a candidate who knows which two can find the factor in his own copy in seconds. The first is a property of how the pipe was made — a continuous weld, a resistance weld, a single or double butt fusion weld are not the same proposition. The second is what has been looked at since. Neither is a property of the service, which is what makes this factor different from most of the numbers that enter a design: it describes the component's history, not its duty.

  • Option A: the service conditions govern the allowable stress, not the confidence in the seam.
  • Option B: geometry fixes the dimensions in the equation, not this factor.
  • Option D: the material governs the allowable stress; the seam governs this factor.
§ 06BOK I.A.4open bookASME B31.3 345.2.3 · read in ASME B31.3-2020

The final weld joining two systems that have each already been tested cannot conveniently be tested itself. What does the code require in exchange for leaving it untested?

Answer and explanation

The exchange is exact and it is not a discount: what replaces the test is examination during the making of the weld plus complete volumetric coverage of the finished one. Partial coverage does not qualify, and neither does a visual examination, however competent. The reasoning is worth carrying: a leak test interrogates the whole joint at once, so anything substituted for it has to interrogate the whole joint too.

  • Option A: the tests covered the two systems, not the weld that now joins them.
  • Option B: a surface examination does not reach what a leak test would have found.
  • Option D: this is not an approval the owner grants; it is an examination requirement.
§ 07BOK Vclosed book

Which pair of conditions governs the transducer chosen for a thickness examination?

Answer and explanation

A transducer is selected for the job in front of it: how rough and how curved the surface is, and how thin or thick the wall is likely to be. Those two settle whether a dual element is needed, what size of face will sit on the surface, and whether the expected wall falls inside the usable range. Service class and interval govern how often and how much is inspected, never how.

  • Option A: age and material inform the mechanism; only the material affects the calibration, not the probe choice.
  • Option C: the fluid and pressure bear on what damage to expect, not on the probe.
  • Option D: the inspection plan sets frequency and coverage, not the equipment used.
§ 08BOK Vclosed book

Which condition determines the location at which acid attack appears in a condensing overhead system?

Answer and explanation

The acid is inert as a gas and aggressive in solution, so the damage is located by the thermodynamics of the stream rather than by anything about the piping. Knowing that also means knowing the location can move: a change in feed, in overhead temperature or in pressure moves the condensation point and takes the damage with it, which is why an inspection plan on such a system is revisited when operating conditions change.

  • Option A: a diameter change affects velocity, not where water forms.
  • Option B: pressure influences the condensation point rather than locating the damage directly.
  • Option C: metallurgy changes are placed in response to the expected damage location.
§ 09BOK IV.6 / Vclosed book

An injection point circuit has shown no measurable wall loss at its designated locations for several cycles. Maintenance records then show the injection quill was replaced with one of a different length and orientation. What should the inspector conclude?

Answer and explanation

Monitoring locations on an injection point circuit are placed against an assumed geometry of impingement and mixing, and changing the quill changes that geometry. A clean history at points the stream no longer reaches is not evidence of a healthy circuit; it is evidence that the plan and the hardware have drifted apart. The wider habit this rewards is reading maintenance history alongside inspection history rather than trusting a flat trend on its own.

  • Option A: extending an interval on readings taken where the stream no longer lands compounds the error.
  • Option C: the quill's geometry is precisely what located the monitoring points, so the change is an inspection matter.
  • Option D: compatibility cannot be inferred from readings taken away from where the stream contacts the wall.
§ 10BOK Vclosed book

Cracking is found at a weld on a carbon steel line in amine service, and the records confirm the weld was post-weld heat treated. What follows?

Answer and explanation

Heat treatment removes the residual stress leg, so its confirmed presence is evidence worth acting on rather than doubting. Other mechanisms crack carbon steel in the same plants and the same services, and other sources of tensile stress exist — restraint, thermal gradients, applied load. The productive move is to widen the diagnosis rather than to assume the paperwork is false.

  • Option B: appropriate heat treatment is not a recognised cause of this cracking.
  • Option C: a flaw is possible and is one candidate among several rather than the conclusion.
  • Option D: doubting the record first is the reflex to resist when the record is a finding.
§ 11BOK IV.9 / IV.10 / IV.11 / Vclosed book

A leak clamp installed as a temporary repair is still on a line after two turnarounds in which it could have been replaced. What does the programme owe it?

Answer and explanation

Two uneventful turnarounds are two missed removal dates, not evidence of soundness. What the arrangement needs is somebody stating, on the record, that it may continue under stated conditions and until a stated date. Relabelling it permanent is the quiet failure mode: it makes the problem disappear from the record without anything having been assessed or changed on the line.

  • Option A: surviving two turnarounds describes the past and licenses nothing about the future.
  • Option C: renaming an unassessed temporary arrangement removes the flag without removing the risk.
  • Option D: unconditional removal ignores that the evaluation may legitimately support continued service.
§ 12BOK II.Dclosed book

A joint has been excavated and rewelded twice at the same location. What should that prompt beyond the third repair?

Answer and explanation

Two failed attempts say the cause has not been found, and each repair puts the same metal through another thermal cycle, hardening the heat-affected zone and accumulating residual stress. A third attempt on the same terms is likely to end the same way. Some construction codes and owner procedures also limit how many times a location may be repaired without further engineering involvement.

  • Option A: a broader qualification does not diagnose why the joint keeps failing.
  • Option B: passing an examination after two failures does not explain the failures.
  • Option C: derating the line addresses a symptom and not the reason the joint fails.
§ 13BOK IV.1 / IV.2 / Vclosed book

Which description matches API 570's definition of the piping engineer?

Answer and explanation

The definition is written around competence and acceptability to the owner/user rather than around a licence or a job title, and the code expects the piping engineer to act as a composite of whatever specialists a question needs, from metallurgy to stress analysis to corrosion. That is why the role may be filled by an organization as readily as by an individual. Licensure may be required by a jurisdiction or by company policy, but it is not what the definition turns on.

  • Option A: the repair organization's engineer answers to the contractor, while the piping engineer must be acceptable to the owner/user.
  • Option C: inspector and piping engineer are separate roles with separate responsibilities, however often one person is trained for both.
  • Option D: licensure is a legal or company requirement in some places and forms no part of the code's definition.
§ 14BOK I.A.2open bookASME B31.3 302.3.4 · read in ASME B31.3-2020

What does the weld joint quality factor represent in a pressure design calculation?

Answer and explanation

The factor is a statement about knowledge, not about metal. A seam made by a process that leaves little to inspect, and inspected no further than its specification demands, earns less confidence than one that has been examined throughout — and the factor carries that difference into the calculation by reducing the stress the material may be worked to. It is not a measure of how strong the weld is, and it is not the designer's to choose: it follows from what was done to the component.

  • Option B: coverage is one of the inputs to the factor, not the factor itself.
  • Option C: it follows from the component's manufacture and examination, not from a judgement about the service.
  • Option D: the factor is about the confidence the joint has earned, not a measured strength ratio.
§ 15BOK Vclosed book

A relief device is found to have relieved in service. Which order applies?

Answer and explanation

A device that has lifted has done its job and has told the plant something: the excursion has a cause, and that cause will recur. The device itself also needs attention, because relieving can damage a seat and leave it passing. Returning it without testing assumes it reseated properly, and returning the system without addressing the cause guarantees a second event.

  • Option B: replacing without diagnosis leaves the cause in place.
  • Option C: a device that has relieved may not have reseated properly.
  • Option D: waiting for a second lift accepts a known excursion as a monitoring method.
§ 16BOK IV.7 / IV.8 / Vclosed book

Which order applies when an inspection is closed out?

Answer and explanation

Observations are raw until somebody decides what they mean, and it is the evaluation rather than the observation that the report communicates and the record carries forward. Setting the next date last is deliberate: the date follows from the condition found, and a date fixed before the evaluation is a date set by the calendar. Reporting before evaluating produces a document that hands the reader a pile of numbers and no conclusion.

  • Option A: fixing the next date before evaluating lets the calendar decide what the condition should have.
  • Option C: a report written before the observations exist has nothing to report.
  • Option D: evaluating before observing inverts the entire activity.
§ 17BOK IV.1 / IV.2 / Vclosed book

Which piping is NOT within the scope of API 570?

Answer and explanation

Clause 1.2 excludes the internal piping of fired heaters and boilers, including tubes, headers, crossovers, and manifolds, because those components are covered by the equipment's own design and inspection rules. Everything outside that pressure boundary that carries process fluid or fuel remains in scope, which is why the fuel gas line and the flare header stay under this code. The exclusion is about the equipment a component belongs to, never about how severe its service is.

  • Option A: catalyst lines are named among the included fluid services; erosive service does not exempt them.
  • Option B: flare and relief collection piping appears in the covered fluid services list.
  • Option D: fuel gas is a covered fluid service, and proximity to the heater does not move it out of scope.
§ 18BOK I.A.1closed book

A remaining life has been computed for a location from its measured thickness, its required thickness and its corrosion rate. Which of these does that figure NOT establish?

Answer and explanation

The three quantities that go into the calculation come back out of it: the margin, the rate, and the date the margin runs out. The distribution of the loss is not among them, and it matters more than any of them, because a location losing metal in a small pit and one thinning evenly across a broad area can return the same figure while calling for entirely different treatment. The distribution comes from how the location was examined, never from the arithmetic performed on the result.

  • Option A: the rate is the denominator and is an input the figure carries.
  • Option B: the margin is the numerator of the calculation and is therefore established by it.
  • Option D: that date is precisely what the figure states, at the rate assumed.
§ 19BOK IV.9 / IV.10 / IV.11 / Vclosed book

Who authorises repair work on an in-service piping system before that work starts?

Answer and explanation

Authorisation before commencement sits with the authorized piping inspector, and the owner/user may extend that to a named designee. The point of putting it before the work rather than after is that a repair reveals its own defects only while it is open. The piping engineer holds design authority and is brought in where the design basis is touched, which is a different question from letting the work begin.

  • Option A: operations decides when a line can be released, not whether the repair is acceptable.
  • Option B: the piping engineer's approval is required where the design basis changes, which is not every repair.
  • Option C: the repair organization executes the work; it cannot be the body that authorises its own scope.
§ 20BOK I.A.1closed book

A file records a location's corrosion rate as the bare figure 0.008, with no unit and no period stated. What can be done with it?

Answer and explanation

The figure could be inches per year, millimetres per year or mils per month, and the remaining lives that follow from those readings differ by orders of magnitude. Inferring the unit from the size of the number is the tempting move and it is exactly what fails when a metric reading is filed alongside imperial ones. A rate carries two units, one of length and one of time, and a rate missing either is not a weak record but an unusable one — it goes back to whoever wrote it.

  • Option A: assumes a convention the record does not state, and conventions differ between plants and instruments.
  • Option B: the same assumption in the other direction, giving a life a thousand times different.
  • Option D: numbers of this size occur in every unit in common use here.
§ 06

How this is built

  • 01Nothing is asserted that has not been verified. Where the code publishes a figure, this product teaches you to find it in your own copy instead of guessing it for you.
  • 02Every question carries the body-of-knowledge case it belongs to — a public, free document you can check yourself without buying anything.
  • 03Coverage follows the published body of knowledge case by case, not a selection of popular topics.
  • 04Calculation questions draw different values on every view. An answer cannot be memorised; the method has to be.
  • 05Wrong answers correspond to real field errors, not to filler.
  • 06Closed book and open book are treated separately, because they are two different skills.
§ 07

The full bank is coming

Timed mock exams built from the same bank these 20 questions came from, every calculator the closed-book half asks for, spaced repetition and progress tracking. It is being written now, one body-of-knowledge case at a time.

This page collects nothing. There is no form, no account, no tracking and no cookie — when there is something to sign up for, it will be said here.