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AWS Certified Welding Inspector Exam

Visual Inspection Practice Questions

35 practice questions with detailed explanations — aligned to the AWS Certified Welding Inspector Exam.

  1. Q1.Visual inspection is the most effective inspection method because it:

    A.Is the cheapest
    B.Can prevent defects by identifying problems before they occur (process control)
    C.Requires no tools
    D.Can detect internal defects
    BCan prevent defects by identifying problems before they occur (process control)

    Explanation: Visual inspection is the only method that can be applied before, during, and after welding. By catching fit-up errors or parameter issues early, it prevents defective welds from being made.

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  2. Q2.According to AWS D1.1, the eye examination for a CWI must verify near vision acuity of:

    A.Jaeger J1 at 12 inches
    B.Jaeger J2 at 12 inches
    C.20/20 distance vision
    D.Color blind safe only
    BJaeger J2 at 12 inches

    Explanation: AWS D1.1 (and QC1) requires visual acuity of Jaeger J2 at a distance of not less than 12 inches, with or without corrective lenses.

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  3. Q3.The recommended minimum light intensity for visual inspection is:

    A.50 foot-candles (540 lux)
    B.100 foot-candles (1000 lux)
    C.500 foot-candles
    D.10 foot-candles
    B100 foot-candles (1000 lux)

    Explanation: AWS B1.11 recommends a minimum of 100 foot-candles (approx 1000 lux) at the examination surface for adequate inspection.

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  4. Q4.During the 'Before Welding' phase, the CWI should verify:

    A.Final weld size
    B.Interpass temperature
    C.Base metal identification and joint fit-up
    D.Post weld heat treatment
    CBase metal identification and joint fit-up

    Explanation: Before welding begins, the inspector must check material correctness, joint preparation angle, root opening, and alignment (fit-up).

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  5. Q5.For effective visual inspection, the inspector's eye should be within ___ inches of the surface and at an angle of not less than ___ degrees.

    A.12 in, 45 deg
    B.24 in, 30 deg
    C.36 in, 15 deg
    D.10 in, 90 deg
    B24 in, 30 deg

    Explanation: Standard inspection practice requires the eye to be within 24 inches (600 mm) and at an angle of at least 30 degrees to the surface being inspected.

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  6. Q6.Temperature indicating crayons (Tempilstiks) are used to measure:

    A.Ambient air temperature
    B.Preheat and interpass temperatures
    C.Arc temperature
    D.Yield strength
    BPreheat and interpass temperatures

    Explanation: Temperature crayons melt at a specific calibrated temperature, making them the standard tool for verifying preheat and interpass compliance.

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  7. Q7.During welding, the inspector notices the welder using an electrode that has been exposed to the atmosphere for 8 hours (E7018). The inspector should:

    A.Allow the welder to finish the pass
    B.Stop the welder and require the electrodes be discarded or redried
    C.Increase the amperage to burn off moisture
    D.Ignore it
    BStop the welder and require the electrodes be discarded or redried

    Explanation: E7018 (low hydrogen) has a 4-hour exposure limit per AWS D1.1. 8 hours exceeds this, creating a risk of hydrogen cracking. The electrodes must be removed from use.

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  8. Q8.A CWI observes 'arc strikes' on the base metal outside the weld joint. These are:

    A.Acceptable if small
    B.Discontinuities that must be ground smooth and inspected for cracks
    C.Helpful for preheating
    D.Only rejectable on aluminum
    BDiscontinuities that must be ground smooth and inspected for cracks

    Explanation: Arc strikes create hard, brittle martensite spots that can initiate failure. AWS D1.1 requires them to be ground smooth and visually inspected (sometimes MT/PT required).

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  9. Q9.When inspecting a groove weld, 'reinforcement' refers to:

    A.The backing bar
    B.Weld metal in excess of the quantity required to fill the joint
    C.The strength of the weld
    D.Internal porosity
    BWeld metal in excess of the quantity required to fill the joint

    Explanation: Reinforcement is the extra metal on the face (or root) that extends beyond the surface of the plate. It is measured for acceptance (usually max 1/8").

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  10. Q10.Checking for 'Hi-Lo' condition refers to:

    A.Verifying amperage settings
    B.Measuring internal misalignment of pipe joints
    C.Checking high and low hydrogen electrodes
    D.Testing tensile strength
    BMeasuring internal misalignment of pipe joints

    Explanation: Hi-Lo is a trade term for the misalignment of the internal surfaces of a pipe joint, checked before welding.

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  11. Q11.If a CWI inspects a multi-pass weld and finds slag trapped between passes, this is:

    A.Acceptable if covered by the next pass
    B.A discontinuity that must be removed before depositing the next pass
    C.Beneficial for alloying
    D.Called wagon tracks
    BA discontinuity that must be removed before depositing the next pass

    Explanation: Visual inspection during welding requires verification that slag is cleaned between passes. Trapped slag will become a rejectable slag inclusion defect.

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  12. Q12.Which tool is best for visually inspecting the root of a small diameter pipe weld?

    A.Borescope or Fiberscope
    B.Pocket magnifier
    C.Bridge Cam gauge
    D.Micrometer
    ABorescope or Fiberscope

    Explanation: Borescopes allow visual access to internal surfaces that are otherwise inaccessible to the eye.

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  13. Q13.When inspecting a tack weld that will be incorporated into the final weld, the CWI should ensure:

    A.It is made with any available electrode
    B.It shows no cracks and is thoroughly cleaned
    C.It is at least 2 inches long
    D.It is convex
    BIt shows no cracks and is thoroughly cleaned

    Explanation: Tack welds incorporated into the final weld must meet the same quality standards as the final weld (no cracks) and be cleaned.

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  14. Q14.The maximum interpass temperature is verified:

    A.Before starting the first pass
    B.Immediately before starting the next pass
    C.After the weld is completely cool
    D.By calculating heat input
    BImmediately before starting the next pass

    Explanation: Interpass temperature is checked just before the arc is struck for the subsequent pass to ensure the steel hasn't become too hot (or too cold).

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  15. Q15.Overlap is a weld profile discontinuity where:

    A.The weld metal protrudes beyond the weld toe (angle < 90 degrees)
    B.The weld is melted into the base metal
    C.The root is open
    D.The weld is too flat
    AThe weld metal protrudes beyond the weld toe (angle < 90 degrees)

    Explanation: Overlap (cold lap) is the protrusion of weld metal beyond the toe or root without fusion. It creates a sharp notch.

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  16. Q16.Which of the following requires a 5x - 10x magnifier for confirmation during visual inspection?

    A.Gross porosity
    B.Undercut depth
    C.Suspected crack
    D.Weld length
    CSuspected crack

    Explanation: While general inspection is done with the naked eye, suspected cracks or fine fissures often require magnification (5x-10x) for confirmation.

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  17. Q17.Spatter is considered a defect when:

    A.It is present in any amount
    B.It interferes with NDT or coating, or exceeds code limits (workmanship)
    C.It is spherical
    D.It is on the weld face
    BIt interferes with NDT or coating, or exceeds code limits (workmanship)

    Explanation: Codes vary, but generally spatter is rejectable if it prevents proper inspection, painting, or function. AWS D1.1 requires removal of loose spatter.

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  18. Q18.A 'concave root surface' (suck-back) in a groove weld is acceptable provided:

    A.The total weld thickness is equal to or greater than the base metal thickness
    B.It is less than 1/32 inch deep
    C.It is filled with wax
    D.It is never acceptable
    AThe total weld thickness is equal to or greater than the base metal thickness

    Explanation: Concavity at the root is acceptable if the resulting weld thickness meets the design requirement (usually the base metal thickness).

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  19. Q19.When inspecting the 'Face' of a fillet weld, the CWI looks for:

    A.Root penetration
    B.Surface porosity, cracks, and proper profile (convexity/concavity)
    C.Internal slag
    D.Base metal chemical composition
    BSurface porosity, cracks, and proper profile (convexity/concavity)

    Explanation: Visual inspection of the face evaluates surface conditions like profile, size, and surface-breaking discontinuities.

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  20. Q20.Underfill is:

    A.A groove weld extending below the adjacent base metal surface
    B.A fillet weld with a concave face
    C.Lack of fusion
    D.A crater crack
    AA groove weld extending below the adjacent base metal surface

    Explanation: Underfill is a depression on the weld face or root surface extending below the adjacent base metal surface (insufficient filler metal).

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  21. Q21.Crater cracks (star cracks) are most commonly found:

    A.At the start of the weld
    B.In the middle of the weld
    C.At the stop/termination of the weld
    D.In the HAZ
    CAt the stop/termination of the weld

    Explanation: Crater cracks form in the shrinkage crater left when the arc is terminated abruptly.

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  22. Q22.Visual inspection of a single-V groove weld fit-up should check:

    A.Included angle and root opening
    B.Tensile strength
    C.Hardness
    D.Chemical analysis
    AIncluded angle and root opening

    Explanation: Fit-up inspection focuses on geometry: groove angle, root opening (gap), root face (land), and misalignment.

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  23. Q23.For a fillet weld, 'Convexity' refers to:

    A.The maximum distance from the face of a convex fillet weld perpendicular to a line joining the toes
    B.The length of the legs
    C.The depth of penetration
    D.The angle of the weld
    AThe maximum distance from the face of a convex fillet weld perpendicular to a line joining the toes

    Explanation: Convexity is the bulge of the weld face. Excessive convexity creates stress risers at the toes and is restricted by code.

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  24. Q24.The CWI notices the welder is not using the shielding gas specified in the WPS. The CWI should:

    A.Write a non-conformance report immediately
    B.Wait until the weld is finished to check porosity
    C.Ask the welder if it works better
    D.Stop the welding and verify the WPS requirement
    DStop the welding and verify the WPS requirement

    Explanation: The inspector must ensure compliance with the WPS *during* welding. If a variable is wrong, welding should stop and be corrected immediately.

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  25. Q25.The term 'Piping Porosity' refers to:

    A.Porosity in pipes
    B.Elongated gas pores typically growing perpendicular to the weld face
    C.Spherical gas pockets
    D.Slag inclusions
    BElongated gas pores typically growing perpendicular to the weld face

    Explanation: Piping porosity (wormhole porosity) is cylindrical and elongated, often caused by rapid gas evolution during solidification.

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  26. Q26.In determining the size of a concave fillet weld, which tool is used?

    A.Fillet weld gauge (measuring throat)
    B.Fillet weld gauge (measuring leg)
    C.Micrometer
    D.Bridge Cam
    AFillet weld gauge (measuring throat)

    Explanation: For a concave fillet, the leg size does not determine the strength. The throat size controls. Therefore, the throat must be measured (or gauged) to confirm size.

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  27. Q27.Heat-tint on stainless steel welds:

    A.Is always rejectable
    B.Indicates the temperature reached and potential for corrosion (oxidation)
    C.Indicates high strength
    D.Is a coating applied later
    BIndicates the temperature reached and potential for corrosion (oxidation)

    Explanation: Heat tint (discoloration) indicates the oxide layer thickness. Darker tints (blue/black) indicate heavy oxidation and reduced corrosion resistance.

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  28. Q28.A 'Cold Lap' (Overlap) is detected visually by:

    A.A smooth transition at the toe
    B.A sharp notch or lack of fusion at the weld toe
    C.A depression in the center
    D.Discoloration
    BA sharp notch or lack of fusion at the weld toe

    Explanation: Overlap appears as a rolling over of the weld metal with a sharp re-entrant angle (notch) where it meets the base metal, indicating no fusion.

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  29. Q29.When inspecting backing bars after welding, they must be:

    A.Fused thoroughly to the weld root
    B.Loose
    C.Made of copper always
    D.Removed always
    AFused thoroughly to the weld root

    Explanation: Steel backing bars must be thoroughly fused. Lack of fusion at the backing bar interface is a common defect.

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  30. Q30.Surface roughness of a weld is typically compared to:

    A.A plastic replica comparator (C-4.1)
    B.A ruler
    C.The base metal
    D.Glass
    AA plastic replica comparator (C-4.1)

    Explanation: The AWS C4.1 Surface Roughness Gauge is a plastic replica used to visually compare weld surface finish.

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  31. Q31.Which condition is NOT checked during the 'After Welding' visual inspection?

    A.Final weld size
    B.Dimensional accuracy of the part
    C.Preheat temperature
    D.Surface discontinuities
    CPreheat temperature

    Explanation: Preheat temperature is checked *before* or *during* welding. It cannot be checked after the weld is complete and cooled.

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  32. Q32.Inspection of a double-V groove weld reveals the root pass on the second side was welded without backgouging. This is:

    A.Acceptable if penetration is deep
    B.A violation of most structural codes (unless Prequalified WPS says otherwise, but usually required)
    C.Standard practice
    D.Better for distortion
    BA violation of most structural codes (unless Prequalified WPS says otherwise, but usually required)

    Explanation: For CJP double groove welds, backgouging to sound metal is typically required before welding the second side to ensure removal of the root defects from the first side.

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  33. Q33.When verifying the fit-up of a T-joint, the 'Root Opening' refers to:

    A.The gap between the vertical and horizontal members
    B.The bevel angle
    C.The length of the plate
    D.The thickness
    AThe gap between the vertical and horizontal members

    Explanation: For a fillet weld T-joint, the root opening is the gap between the two members. Excessive gap requires increasing the leg size.

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  34. Q34.Undercut is measured by:

    A.Depth
    B.Length
    C.Width
    D.Volume
    ADepth

    Explanation: Acceptance criteria for undercut specify a maximum allowable *depth* (e.g., 1/32 inch).

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  35. Q35.Hammer marks on the base metal near the weld:

    A.Are acceptable
    B.Should be ground smooth to prevent stress risers
    C.Indicate good testing
    D.Are required for stress relief
    BShould be ground smooth to prevent stress risers

    Explanation: Severe nicks or gouges (stress risers) from tools must be repaired to prevent fatigue cracking.

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