AWS Certified Welding Inspector Exam
Visual Inspection Practice Questions
35 practice questions with detailed explanations — aligned to the AWS Certified Welding Inspector Exam.
Q1.Visual inspection is the most effective inspection method because it:
A.Is the cheapestB.Can prevent defects by identifying problems before they occur (process control)C.Requires no toolsD.Can detect internal defectsB. Can 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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Q2.According to AWS D1.1, the eye examination for a CWI must verify near vision acuity of:
A.Jaeger J1 at 12 inchesB.Jaeger J2 at 12 inchesC.20/20 distance visionD.Color blind safe onlyB. Jaeger J2 at 12 inchesExplanation: 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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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-candlesD.10 foot-candlesB. 100 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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Q4.During the 'Before Welding' phase, the CWI should verify:
A.Final weld sizeB.Interpass temperatureC.Base metal identification and joint fit-upD.Post weld heat treatmentC. Base metal identification and joint fit-upExplanation: Before welding begins, the inspector must check material correctness, joint preparation angle, root opening, and alignment (fit-up).
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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 degB.24 in, 30 degC.36 in, 15 degD.10 in, 90 degB. 24 in, 30 degExplanation: 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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Q6.Temperature indicating crayons (Tempilstiks) are used to measure:
A.Ambient air temperatureB.Preheat and interpass temperaturesC.Arc temperatureD.Yield strengthB. Preheat and interpass temperaturesExplanation: Temperature crayons melt at a specific calibrated temperature, making them the standard tool for verifying preheat and interpass compliance.
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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 passB.Stop the welder and require the electrodes be discarded or redriedC.Increase the amperage to burn off moistureD.Ignore itB. Stop the welder and require the electrodes be discarded or redriedExplanation: 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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Q8.A CWI observes 'arc strikes' on the base metal outside the weld joint. These are:
A.Acceptable if smallB.Discontinuities that must be ground smooth and inspected for cracksC.Helpful for preheatingD.Only rejectable on aluminumB. Discontinuities that must be ground smooth and inspected for cracksExplanation: 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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Q9.When inspecting a groove weld, 'reinforcement' refers to:
A.The backing barB.Weld metal in excess of the quantity required to fill the jointC.The strength of the weldD.Internal porosityB. Weld metal in excess of the quantity required to fill the jointExplanation: 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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Q10.Checking for 'Hi-Lo' condition refers to:
A.Verifying amperage settingsB.Measuring internal misalignment of pipe jointsC.Checking high and low hydrogen electrodesD.Testing tensile strengthB. Measuring internal misalignment of pipe jointsExplanation: Hi-Lo is a trade term for the misalignment of the internal surfaces of a pipe joint, checked before welding.
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Q11.If a CWI inspects a multi-pass weld and finds slag trapped between passes, this is:
A.Acceptable if covered by the next passB.A discontinuity that must be removed before depositing the next passC.Beneficial for alloyingD.Called wagon tracksB. A discontinuity that must be removed before depositing the next passExplanation: 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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Q12.Which tool is best for visually inspecting the root of a small diameter pipe weld?
A.Borescope or FiberscopeB.Pocket magnifierC.Bridge Cam gaugeD.MicrometerA. Borescope or FiberscopeExplanation: Borescopes allow visual access to internal surfaces that are otherwise inaccessible to the eye.
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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 electrodeB.It shows no cracks and is thoroughly cleanedC.It is at least 2 inches longD.It is convexB. It shows no cracks and is thoroughly cleanedExplanation: 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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Q14.The maximum interpass temperature is verified:
A.Before starting the first passB.Immediately before starting the next passC.After the weld is completely coolD.By calculating heat inputB. Immediately before starting the next passExplanation: 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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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 metalC.The root is openD.The weld is too flatA. The 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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Q16.Which of the following requires a 5x - 10x magnifier for confirmation during visual inspection?
A.Gross porosityB.Undercut depthC.Suspected crackD.Weld lengthC. Suspected crackExplanation: 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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Q17.Spatter is considered a defect when:
A.It is present in any amountB.It interferes with NDT or coating, or exceeds code limits (workmanship)C.It is sphericalD.It is on the weld faceB. It 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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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 thicknessB.It is less than 1/32 inch deepC.It is filled with waxD.It is never acceptableA. The total weld thickness is equal to or greater than the base metal thicknessExplanation: Concavity at the root is acceptable if the resulting weld thickness meets the design requirement (usually the base metal thickness).
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Q19.When inspecting the 'Face' of a fillet weld, the CWI looks for:
A.Root penetrationB.Surface porosity, cracks, and proper profile (convexity/concavity)C.Internal slagD.Base metal chemical compositionB. Surface 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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Q20.Underfill is:
A.A groove weld extending below the adjacent base metal surfaceB.A fillet weld with a concave faceC.Lack of fusionD.A crater crackA. A groove weld extending below the adjacent base metal surfaceExplanation: 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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Q21.Crater cracks (star cracks) are most commonly found:
A.At the start of the weldB.In the middle of the weldC.At the stop/termination of the weldD.In the HAZC. At the stop/termination of the weldExplanation: Crater cracks form in the shrinkage crater left when the arc is terminated abruptly.
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Q22.Visual inspection of a single-V groove weld fit-up should check:
A.Included angle and root openingB.Tensile strengthC.HardnessD.Chemical analysisA. Included angle and root openingExplanation: Fit-up inspection focuses on geometry: groove angle, root opening (gap), root face (land), and misalignment.
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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 toesB.The length of the legsC.The depth of penetrationD.The angle of the weldA. The maximum distance from the face of a convex fillet weld perpendicular to a line joining the toesExplanation: 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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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 immediatelyB.Wait until the weld is finished to check porosityC.Ask the welder if it works betterD.Stop the welding and verify the WPS requirementD. Stop the welding and verify the WPS requirementExplanation: 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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Q25.The term 'Piping Porosity' refers to:
A.Porosity in pipesB.Elongated gas pores typically growing perpendicular to the weld faceC.Spherical gas pocketsD.Slag inclusionsB. Elongated gas pores typically growing perpendicular to the weld faceExplanation: Piping porosity (wormhole porosity) is cylindrical and elongated, often caused by rapid gas evolution during solidification.
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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.MicrometerD.Bridge CamA. Fillet 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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Q27.Heat-tint on stainless steel welds:
A.Is always rejectableB.Indicates the temperature reached and potential for corrosion (oxidation)C.Indicates high strengthD.Is a coating applied laterB. Indicates 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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Q28.A 'Cold Lap' (Overlap) is detected visually by:
A.A smooth transition at the toeB.A sharp notch or lack of fusion at the weld toeC.A depression in the centerD.DiscolorationB. A sharp notch or lack of fusion at the weld toeExplanation: 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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Q29.When inspecting backing bars after welding, they must be:
A.Fused thoroughly to the weld rootB.LooseC.Made of copper alwaysD.Removed alwaysA. Fused thoroughly to the weld rootExplanation: Steel backing bars must be thoroughly fused. Lack of fusion at the backing bar interface is a common defect.
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Q30.Surface roughness of a weld is typically compared to:
A.A plastic replica comparator (C-4.1)B.A rulerC.The base metalD.GlassA. A 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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Q31.Which condition is NOT checked during the 'After Welding' visual inspection?
A.Final weld sizeB.Dimensional accuracy of the partC.Preheat temperatureD.Surface discontinuitiesC. Preheat temperatureExplanation: Preheat temperature is checked *before* or *during* welding. It cannot be checked after the weld is complete and cooled.
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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 deepB.A violation of most structural codes (unless Prequalified WPS says otherwise, but usually required)C.Standard practiceD.Better for distortionB. A 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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Q33.When verifying the fit-up of a T-joint, the 'Root Opening' refers to:
A.The gap between the vertical and horizontal membersB.The bevel angleC.The length of the plateD.The thicknessA. The gap between the vertical and horizontal membersExplanation: 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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Q34.Undercut is measured by:
A.DepthB.LengthC.WidthD.VolumeA. DepthExplanation: Acceptance criteria for undercut specify a maximum allowable *depth* (e.g., 1/32 inch).
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Q35.Hammer marks on the base metal near the weld:
A.Are acceptableB.Should be ground smooth to prevent stress risersC.Indicate good testingD.Are required for stress reliefB. Should be ground smooth to prevent stress risersExplanation: Severe nicks or gouges (stress risers) from tools must be repaired to prevent fatigue cracking.
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