1. A CWI is conducting a post-weld visual inspection of a fillet weld that connects a stiffener to a beam. The WPS specifies a 1/4 inch (6 mm) fillet weld size. Using a fillet weld gauge, the CWI measures the actual weld size as 3/16 inch (4.8 mm). The governing code, AWS D1.1, allows for a maximum undersize of 1/16 inch (1.6 mm) for fillet welds, provided the reduction does not exceed 10% of the specified size. What is the status of this weld?
Inspector Duties and Responsibilities
A.Acceptable, as the reduction is less than 10% of the specified size.
B.Acceptable, as the undersize is within the 1/16 inch allowance.
C.Unacceptable, as the weld size is below the specified 1/4 inch.
D.Unacceptable, because it violates both the absolute undersize limit and the percentage reduction limit.
Show answerAnswer
D. Unacceptable, because it violates both the absolute undersize limit and the percentage reduction limit.
Specified weld size = 1/4 inch (6 mm). Measured weld size = 3/16 inch (4.8 mm). Undersize = 1/4 - 3/16 = 1/16 inch (1.6 mm). The code allows a maximum undersize of 1/16 inch (1.6 mm), so this is at the limit. However, the code also states 'provided the reduction does not exceed 10% of the specified size.' 10% of 1/4 inch (6 mm) is 0.025 inch (0.6 mm). Since the actual undersize (1/16 inch or 1.6 mm) is greater than 10% of the specified size (0.025 inch or 0.6 mm), the weld is unacceptable.
2. A welding inspector is overseeing the fabrication of a critical component from an austenitic stainless steel, such as 304L. The welding procedure specifies a maximum heat input limit. Exceeding this limit is a concern because it can lead to the formation of undesirable microconstituents and sensitization, particularly in the heat-affected zone (HAZ). What is the primary metallurgical consequence of sensitization in austenitic stainless steels?
Welding Metallurgy
A.Formation of excessive sigma phase, causing loss of ductility.
B.Formation of brittle martensite.
C.Increased susceptibility to hydrogen embrittlement.
D.Depletion of chromium at grain boundaries, leading to intergranular corrosion.
Show answerAnswer
D. Depletion of chromium at grain boundaries, leading to intergranular corrosion.
Sensitization in austenitic stainless steels (like 304L) occurs when exposed to temperatures in the range of approximately 800-1500°F (425-815°C) for a sufficient time. During this exposure, chromium carbides precipitate at the grain boundaries, which depletes the adjacent regions of chromium, making them susceptible to intergranular corrosion. Excessive heat input during welding can keep the HAZ in this temperature range for too long, promoting sensitization.
3. A CWI is preparing a final inspection report for a set of pressure piping welds. The project specifications require that all non-destructive testing (NDT) reports, including radiographic film interpretation reports, be appended to the final inspection documentation. The CWI discovers that the RT film interpretation report for one critical weld is missing. What is the CWI's professional obligation?
Inspector Duties and Responsibilities
A.Issue the final inspection report, but explicitly exclude the weld with the missing RT report from approval.
B.Inform the project manager of the missing document and state that the final report cannot be issued until all required documentation is complete.
C.Request the fabricator to re-perform the RT and provide the missing report before completing the final documentation.
D.Complete the final inspection report as is, noting the missing document but approving the weld based on visual inspection.
Show answerAnswer
B. Inform the project manager of the missing document and state that the final report cannot be issued until all required documentation is complete.
The CWI cannot issue a complete final inspection report if required documentation is missing. The RT report is a critical component of the weld's acceptance record. The CWI's obligation is to ensure all documentation is complete and compliant before certifying the work. Informing the project manager is the appropriate step to initiate resolution.
4. A welding engineer is evaluating the weldability of a new alloy for a critical aerospace application. The alloy is known to have a significant tendency for solidification cracking. Which of the following factors is most directly associated with an increased risk of solidification cracking?
Welding Metallurgy
A.High carbon equivalent (CE) value.
B.Presence of low melting point constituents at grain boundaries.
C.High fluidity of the molten weld pool.
D.A narrow freezing range of the weld metal.
Show answerAnswer
B. Presence of low melting point constituents at grain boundaries.
Solidification cracking (also known as hot cracking) occurs when low melting point constituents are present at grain boundaries during the final stages of solidification. As the weld metal contracts, these liquid films cannot withstand the tensile stresses, leading to cracks. High carbon equivalent is related to hydrogen cracking, a narrow freezing range generally reduces hot cracking, and high fluidity doesn't directly cause solidification cracking.
5. A CWI is reviewing the essential variables on a Welding Procedure Specification (WPS) for a Shielded Metal Arc Welding (SMAW) process. Which of the following changes would NOT typically require requalification of the WPS according to most welding codes?
Inspector Duties and Responsibilities
A.A decrease in the specified preheat temperature by more than 100°F (55°C).
B.A change in electrode classification from E7018 to E6010.
C.A change in the base metal P-number from P-1 to P-3.
D.A change from stringer bead to weave bead technique.
Show answerAnswer
D. A change from stringer bead to weave bead technique.
In most welding codes (e.g., AWS D1.1, ASME Section IX), a change in technique from stringer bead to weave bead is typically considered a non-essential variable. This means it can be changed without requiring requalification of the WPS. The other options (change in P-number, significant decrease in preheat, change in electrode classification) are generally considered essential or supplementary essential variables that would require requalification.
6. A CWI is reviewing a welder qualification record for a new project. The record shows the welder qualified using the shielded metal arc welding (SMAW) process in the 3G position. The new project requires welding in the 4F position (overhead fillet). The governing code is AWS D1.1. According to AWS D1.1, what additional qualification, if any, is required for this welder?
Inspector Duties and Responsibilities
A.No additional qualification is needed, as 3G qualifies for all fillet positions.
B.The welder needs to qualify specifically for the 4F position.
C.The welder needs to qualify for the 2F and 4F positions.
D.The welder needs to qualify for the 6G position to cover all positions.
Show answerAnswer
B. The welder needs to qualify specifically for the 4F position.
According to AWS D1.1, a 3G (vertical groove) qualification covers 1G, 2G, and 3G groove positions, and 1F, 2F, and 3F fillet positions. It does NOT cover the 4F (overhead fillet) position. Therefore, the welder would need to specifically qualify for the 4F position to perform overhead fillet welds.
7. A CWI is asked by the client's project manager to 'expedite' the final visual inspection of 50 critical welds, suggesting that only a quick scan for major defects is necessary due to tight deadlines. The CWI knows that the project specifications require a thorough, detailed visual inspection of each weld according to a specific acceptance criteria document. What is the CWI's most appropriate response?
Inspector Duties and Responsibilities
A.Politely refuse the request and explain that the inspection must be performed as per the project specifications and governing codes.
B.Comply with the project manager's request to maintain good client relations and avoid project delays.
C.Delegate the expedited inspection to a less experienced inspector to reduce personal liability.
D.Perform the quick scan as requested but document the deviation from the specified inspection procedure in the report.
Show answerAnswer
A. Politely refuse the request and explain that the inspection must be performed as per the project specifications and governing codes.
A CWI's primary ethical responsibility is to ensure compliance with project specifications and governing codes, regardless of pressure from management or clients. Compromising inspection standards for expediency is a serious ethical breach that can jeopardize safety and quality. The CWI must uphold the specified inspection requirements.
8. During a multi-pass groove weld inspection, a CWI observes significant slag inclusions on the surface of a completed weld pass before the next pass is deposited. The WPS does not explicitly detail slag removal procedures between passes, but the governing code requires a clean surface before subsequent passes. What action should the CWI take?
Inspector Duties and Responsibilities
A.Document the observation as a minor non-conformance and allow welding to continue, monitoring for further issues.
B.Instruct the welder to thoroughly remove all slag and visually inspect the surface before allowing the next pass.
C.Issue a stop-work order immediately and require a re-qualification of the welder due to poor workmanship.
D.Allow the welder to proceed, as the WPS does not specify slag removal, and the next pass will likely melt and absorb the slag.
Show answerAnswer
B. Instruct the welder to thoroughly remove all slag and visually inspect the surface before allowing the next pass.
Even if the WPS doesn't explicitly detail slag removal, the governing code's requirement for a clean surface between passes takes precedence. Slag inclusions can lead to lack of fusion and other critical defects in the final weld. The CWI must ensure this is addressed immediately.
9. A welding inspector is evaluating a welding procedure for a pressure-retaining component made from 2.25Cr-1Mo low-alloy steel. This material is known for its susceptibility to temper embrittlement when exposed to certain temperature ranges for extended periods. Which of the following elements, if present in higher concentrations, would most significantly increase the susceptibility of this steel to temper embrittlement?
Welding Metallurgy
A.Molybdenum (Mo)
B.Phosphorus (P)
C.Nickel (Ni)
D.Chromium (Cr)
Show answerAnswer
B. Phosphorus (P)
Temper embrittlement in low-alloy steels (like 2.25Cr-1Mo) is a form of embrittlement that occurs when the steel is held or slowly cooled through a specific temperature range (typically 750-1100°F or 400-600°C). It is caused by the segregation of certain impurity elements to grain boundaries, with phosphorus (P) being the most potent and common contributor, followed by tin (Sn), antimony (Sb), and arsenic (As).
10. A welding inspector is reviewing a material test report for a low-alloy steel. The report shows a relatively high carbon equivalent (CE) value. Based on this information, which of the following welding precautions would be most critical to prevent cold cracking?
Welding Metallurgy
A.Implementing adequate preheating and controlled interpass temperatures.
B.Increasing the welding travel speed.
C.Eliminating preheating and post-weld heat treatment.
D.Using high heat input welding processes.
Show answerAnswer
A. Implementing adequate preheating and controlled interpass temperatures.
A high carbon equivalent (CE) indicates increased hardenability and a higher susceptibility to cold cracking (hydrogen-induced cracking). To mitigate this, preheating is crucial to slow the cooling rate, allowing hydrogen to diffuse out and preventing the formation of brittle martensite. Controlled interpass temperatures maintain this slower cooling effect.
11. A CWI is conducting a post-weld visual inspection of a structural steel connection fabricated to AWS D1.1. The WPS specifies a 5/16-inch fillet weld. The CWI measures several areas of the weld and finds the actual leg size to be consistently 1/4 inch. What is the appropriate next step for the CWI?
Inspector Duties and Responsibilities
A.Document the undersized weld and issue a Non-Conformance Report (NCR).
B.Consult the project engineer to see if the undersized weld can be approved by deviation.
C.Require the welder to add an additional pass to increase the leg size to 5/16 inch.
D.Accept the weld, as a 1/16-inch undersize is generally acceptable.
Show answerAnswer
A. Document the undersized weld and issue a Non-Conformance Report (NCR).
According to AWS D1.1, undersized fillet welds are considered defects if they fall below specified tolerance limits. For a 5/16-inch fillet weld, a consistent 1/4-inch leg size (1/16 inch undersize) exceeds the typical permissible undersize of 1/32 inch for fillet welds less than 3/8 inch. Therefore, it is a non-conformance that must be documented and addressed.
12. During a post-weld visual inspection of a structural steel weld, a CWI observes a continuous, shallow groove along the toe of the weld that is parallel to the weld axis. The groove is approximately 1/32 inch (0.8 mm) deep and does not extend beyond the base metal. What discontinuity is the CWI observing?
Inspector Duties and Responsibilities
A.Undercut
B.Underfill
C.Crater crack
D.Overlap
Show answerAnswer
A. Undercut
Undercut is a groove melted into the base metal adjacent to the toe or root of a weld and left unfilled by weld metal. The description of a 'continuous, shallow groove along the toe of the weld' perfectly matches the definition of undercut.
13. A CWI is conducting an in-process inspection of an automatic welding operation. The data logger shows that the welding current consistently fluctuates outside the acceptable range specified in the WPS. The welder states that they are unable to adjust the machine to maintain a stable current due to equipment malfunction. What is the CWI's immediate action?
Inspector Duties and Responsibilities
A.Consult with engineering to determine if the fluctuating current will have a significant impact on weld quality.
B.Allow the welding to continue, but document the fluctuating current and note the welder's explanation.
C.Instruct the welder to attempt to manually compensate for the fluctuations as best as possible.
D.Stop the welding operation immediately and require that the equipment be repaired or replaced before resuming.
Show answerAnswer
D. Stop the welding operation immediately and require that the equipment be repaired or replaced before resuming.
Consistent fluctuation of welding current outside the WPS-specified range due to equipment malfunction is a critical non-conformance. This directly impacts weld quality and can lead to defects. The CWI must stop the operation to prevent further unacceptable welds until the equipment is rectified.
14. A client requests that a CWI certify welds on a structure where the CWI has personal financial interest in the welding fabrication company. According to the AWS Code of Ethics for Certified Welding Inspectors, what is the appropriate course of action for the CWI?
Inspector Duties and Responsibilities
A.Decline the assignment to avoid a conflict of interest and maintain impartiality.
B.Accept the assignment and proceed with the inspection, as long as the CWI remains objective.
C.Accept the assignment but disclose the financial interest to the client in writing.
D.Accept the assignment and delegate the inspection tasks to another qualified inspector from the same company.
Show answerAnswer
A. Decline the assignment to avoid a conflict of interest and maintain impartiality.
The AWS Code of Ethics for Certified Welding Inspectors explicitly states that inspectors shall avoid conflicts of interest. Having a personal financial interest in the fabrication company compromises impartiality and creates a direct conflict of interest, making it impossible to perform duties objectively. The CWI must decline the assignment.
15. A metallurgist is analyzing a failed weld in a high-strength low-alloy (HSLA) steel pipeline. Microscopic examination reveals intergranular cracks in the heat-affected zone (HAZ) that are linked to the presence of non-metallic inclusions and a high degree of through-thickness restraint. The failure occurred during hydrostatic testing, several hours after welding. Which type of cold cracking is most consistent with these observations?
Welding Metallurgy
A.Solidification cracking.
B.Lamellar tearing.
C.Hydrogen-induced cracking (HIC).
D.Liquation cracking.
Show answerAnswer
C. Hydrogen-induced cracking (HIC).
The description points strongly to Hydrogen-Induced Cracking (HIC), also known as cold cracking. Key indicators are: 'intergranular cracks in the HAZ' (a common site for HIC), 'high-strength low-alloy (HSLA) steel' (susceptible to HIC), occurrence 'several hours after welding' (delayed cracking characteristic of HIC), and 'non-metallic inclusions' (which can act as hydrogen traps and stress concentrators). High restraint also exacerbates HIC.
16. A CWI is reviewing a project's quality control manual, which states that all welding inspectors must be certified in accordance with AWS QC1, 'Standard for AWS Certification of Welding Inspectors.' The CWI discovers that one inspector on the team holds a certification from a different, non-AWS accredited organization. What is the CWI's professional responsibility in this situation?
Inspector Duties and Responsibilities
A.Privately advise the inspector to obtain AWS certification without involving management.
B.Report the non-compliance to the project management or client for appropriate action.
C.Assume the project management is aware and has approved the alternative certification.
D.Ignore the discrepancy, as the other certification may be equivalent in practice.
Show answerAnswer
B. Report the non-compliance to the project management or client for appropriate action.
The CWI has a professional and ethical responsibility to ensure that all personnel meet project requirements, including certification standards. Discovering a non-compliance with the QC manual mandates reporting it to the appropriate authority for resolution, not ignoring it or handling it privately.
17. A CWI is inspecting a set of completed structural steel welds where the WPS specified a maximum reinforcement height of 1/8 inch (3.2 mm). The CWI measures some welds with a reinforcement height of 3/16 inch (4.8 mm). The governing code is AWS D1.1. According to AWS D1.1, what is the disposition of these welds regarding reinforcement height?
Inspector Duties and Responsibilities
A.Unacceptable, and the welder must be re-qualified for poor technique.
B.Acceptable, as minor excess reinforcement is generally not detrimental to strength.
C.Unacceptable, as the reinforcement exceeds the specified maximum and must be reduced.
D.Acceptable, provided the reinforcement blends smoothly with the base metal.
Show answerAnswer
C. Unacceptable, as the reinforcement exceeds the specified maximum and must be reduced.
Excessive weld reinforcement, even if it blends smoothly, creates stress risers and can be a non-conformance. The WPS specifies a maximum of 1/8 inch, and 3/16 inch clearly exceeds this. According to AWS D1.1, reinforcement must be within specified limits. Thus, these welds are unacceptable and require grinding down to the specified limits.
18. A CWI is asked to review the welding procedures for a project involving high-strength low-alloy (HSLA) steel. The project is governed by API 1104, 'Welding of Pipelines and Related Facilities.' The CWI notices that the WPS specifies a maximum interpass temperature of 500°F (260°C). Which of the following statements about interpass temperature control for HSLA steels under API 1104 is most accurate?
Inspector Duties and Responsibilities
A.The specified 500°F (260°C) is typically too low for HSLA steels and should be increased.
B.Excessively high interpass temperatures can degrade the mechanical properties of HSLA steels.
C.API 1104 generally does not specify interpass temperature limits, leaving it to the WPS.
D.Maintaining a high interpass temperature is crucial for HSLA steels to prevent hydrogen cracking.
Show answerAnswer
B. Excessively high interpass temperatures can degrade the mechanical properties of HSLA steels.
For HSLA steels, maintaining interpass temperature within a specific range is critical. While preheat helps prevent hydrogen cracking (associated with low temperatures), excessively high interpass temperatures can lead to grain growth, loss of strength, and reduced toughness in the heat-affected zone (HAZ) of HSLA steels. API 1104, while less prescriptive than ASME, expects the WPS to control these critical variables to maintain mechanical properties.
19. A CWI is reviewing a project's quality control plan. The plan specifies that all welding consumables, including electrodes and flux, must be stored in environmental conditions that prevent moisture absorption, as per manufacturer recommendations and AWS A5.1. During an audit, the CWI observes that a batch of low-hydrogen electrodes is stored in an open, unheated area, exposed to ambient humidity. What is the CWI's immediate course of action?
Inspector Duties and Responsibilities
A.Notify the project manager that the electrodes are unusable and recommend purchasing new ones immediately.
B.Document the observation as a minor non-conformance and remind the storage personnel to improve conditions.
C.Quarantine the affected electrodes and prevent their use until they can be properly reconditioned or discarded.
D.Allow the electrodes to be used, but require increased preheat and interpass temperatures to compensate for potential moisture.
Show answerAnswer
C. Quarantine the affected electrodes and prevent their use until they can be properly reconditioned or discarded.
Low-hydrogen electrodes are highly susceptible to moisture absorption, which can introduce hydrogen into the weld metal and cause hydrogen-induced cracking. Storing them in an open, unheated area is a critical violation of storage requirements. The CWI must immediately quarantine these electrodes to prevent their use, as they are likely compromised. Reconditioning may be an option, but preventing use is paramount.
20. A CWI is reviewing the daily welding log for a critical pipeline project. The log indicates that a new welder, whose qualification test was performed using a 6010 electrode, was assigned to weld root passes using a P-number 5 material with an E7018 electrode. The project specification requires all root pass welders on P-number 5 material to be qualified with the specific electrode type used for production. What is the CWI's primary concern regarding this entry?
Inspector Duties and Responsibilities
A.The welder's experience level with P-number 5 materials.
B.The potential for hydrogen-induced cracking with E7018 electrodes.
C.The welder's qualification does not cover the specific electrode and material combination for the root pass.
D.The discrepancy between the electrode used for qualification (6010) and the production electrode (E7018).
Show answerAnswer
C. The welder's qualification does not cover the specific electrode and material combination for the root pass.
The primary concern is that the welder's qualification may not extend to the specific combination of P-number material and electrode type (E7018 for root pass) required by the project specifications, even if 6010 is generally acceptable for other applications. Qualification is often specific to electrode type or grouping, especially for critical applications like root passes on certain materials, and the project specification reinforces this. Option D is part of C, but C is more comprehensive.
21. A CWI is reviewing a project's quality control plan, which mandates that all critical welds undergo 100% visual inspection, 10% magnetic particle testing (MT), and 5% radiographic testing (RT). During the inspection process, the CWI observes that only 50% of critical welds are being visually inspected and no MT or RT has been performed. What is the CWI's immediate and primary responsibility?
Inspector Duties and Responsibilities
A.Proceed with the inspections as performed, but document the deviations in the daily report.
B.Inform the project manager and request a formal revision to the quality control plan reflecting current practices.
C.Conduct the missing visual inspections themselves to meet the 100% requirement, then raise the issue.
D.Immediately halt all welding operations on critical welds until the specified inspection rates are met.
Show answerAnswer
D. Immediately halt all welding operations on critical welds until the specified inspection rates are met.
The CWI's primary responsibility is to ensure compliance with the specified quality control plan. Failure to perform mandated inspections, especially NDT methods like MT and RT for critical welds, is a severe non-conformance that directly impacts weld integrity and safety. Halting operations is necessary to prevent further non-compliant work and potential safety hazards.
22. A welding inspector is performing an inspection on a newly welded structural steel component and observes a discontinuity that is a groove melted into the base metal adjacent to the toe of the weld, which has not been filled by weld metal. This discontinuity is a common defect that can reduce the effective thickness of the base metal. What is this discontinuity called?
Welding Metallurgy
A.Undercut
B.Lack of Fusion
C.Overlap
D.Concavity
Show answerAnswer
A. Undercut
Undercut is a groove melted into the base metal adjacent to the toe or root of a weld and left unfilled by weld metal. It reduces the base metal thickness and can act as a stress concentrator.
23. During a pre-weld inspection, a CWI observes that the filler metal being used is stored in an open container in a high-humidity environment. The welding procedure specification (WPS) explicitly requires low-hydrogen electrodes to be stored in a heated oven at 250°F (121°C). What is the CWI's immediate and primary responsibility in this situation?
Inspector Duties and Responsibilities
A.Document the observation and allow welding to proceed, noting the deviation for a post-weld review.
B.Perform a visual inspection of the filler metal for obvious signs of moisture absorption before allowing use.
C.Instruct the welding operator to immediately cease operations until the filler metal storage issue is rectified.
D.Notify the project manager and request a formal deviation request to be submitted for approval.
Show answerAnswer
C. Instruct the welding operator to immediately cease operations until the filler metal storage issue is rectified.
The CWI's primary responsibility is to ensure compliance with the WPS and prevent defective work. Improper storage of low-hydrogen electrodes can lead to hydrogen-induced cracking, a critical defect. Halting operations is necessary to prevent potential defects.
24. A CWI is reviewing the final inspection report for a pressure vessel fabricated under ASME Boiler and Pressure Vessel Code, Section VIII, Division 1. The report indicates that a critical radiographic examination (RT) was performed by a Level II technician who was certified by the fabricator's in-house program, but not by an independent ASNT NDT Level III. The project specification explicitly requires all NDT personnel to be certified to ASNT SNT-TC-1A, Level II or III, by an ASNT NDT Level III. What is the CWI's immediate course of action?
Inspector Duties and Responsibilities
A.Accept the report, as the fabricator's in-house program is likely sufficient for their own technicians.
B.Reject the RT report and declare the welds non-compliant until a properly certified technician re-performs the RT.
C.Issue a non-conformance report (NCR) and inform all relevant parties that the NDT results are invalid due to improper certification.
D.Request clarification from the fabricator regarding the Level II technician's ASNT Level III certification, or lack thereof.
Show answerAnswer
C. Issue a non-conformance report (NCR) and inform all relevant parties that the NDT results are invalid due to improper certification.
The project specification clearly outlines the certification requirements for NDT personnel (ASNT SNT-TC-1A, Level II or III, by an ASNT NDT Level III). A technician certified only by an in-house program, without the specified ASNT Level III oversight, means the NDT was performed by unqualified personnel according to the project requirements. The results are invalid, and an NCR must be issued immediately.
25. During an in-process inspection of a groove weld on a pressure vessel, a CWI observes that the welder is using a travel speed significantly faster than that specified in the Welding Procedure Specification (WPS). The voltage and amperage settings appear to be within the specified ranges. What is the CWI's immediate action?
Inspector Duties and Responsibilities
A.Allow welding to continue, but make a note in the inspection report for further review.
B.Require the welder to immediately stop work and adjust the travel speed to comply with the WPS.
C.Consult with the welding engineer to determine if the faster travel speed is acceptable.
D.Perform a visual inspection of the completed portion of the weld to check for defects.
Show answerAnswer
B. Require the welder to immediately stop work and adjust the travel speed to comply with the WPS.
Travel speed is an essential variable in most welding processes, directly impacting heat input, penetration, and weld quality. Deviating from the WPS without approval makes the weld non-compliant. The CWI must ensure adherence to the WPS during welding.
AWS D1.1 specifies limits for undersized fillet welds, typically allowing a maximum undersize of 1/16 inch, but this reduction must also not exceed 10% of the specified weld size.
Both absolute and percentage limits must be met.
Undersizing can reduce weld strength.
CWI must use a fillet weld gauge for accurate measurement.
A metallurgical phenomenon in austenitic stainless steels where chromium carbides precipitate at grain boundaries upon exposure to elevated temperatures (e.g., 800-1500°F). This depletes adjacent regions of chromium, making them susceptible to intergranular corrosion.
Occurs in the HAZ during welding due to excessive heat input.
Common in standard grades like 304; reduced in 'L' grades (304L) due to lower carbon.
Leads to loss of corrosion resistance, especially in aggressive environments.
A CWI's responsibility to ensure that all required project documentation, including NDT reports, material certifications, and WPS records, is complete and accurate before final acceptance or reporting.
Essential for full traceability and compliance.
Missing documents invalidate the inspection process.
CWI must halt final approval until documentation is complete.
Cracks that form in the weld metal during solidification, typically along grain boundaries. Caused by tensile stresses acting on weak, low-melting-point liquid films at the grain boundaries.
Occurs at high temperatures during or immediately after solidification.
Associated with impurities like sulfur and phosphorus.
Affected by weld metal composition, joint restraint, and weld shape.
Essential variables in a WPS are parameters that, if changed beyond specified limits, are considered to affect the mechanical properties of the weld and therefore require requalification of the WPS.
Changes require WPS requalification.
Examples: base metal P-number, filler metal F-number, preheat (significant changes).
Non-essential variables do not require requalification.
AWS D1.1 specifies the range of positions a welder is qualified to weld based on the test position performed, with certain groove tests qualifying for specific fillet positions.
A 3G (vertical groove) test qualifies for 1F, 2F, 3F fillet welds.
A 4F (overhead fillet) test is a separate qualification.
Qualification ranges are detailed in AWS D1.1 tables.
The ethical obligation of a CWI to refuse to perform or allow any action that deviates from specified codes, standards, or project requirements, even under pressure.
Prioritizes safety and quality over expediency or client pressure.
Requires clear communication of reasons for refusal.
Protects the CWI's professional integrity and certification.
The process of removing slag, spatter, and other contaminants from the surface of a weld pass before depositing subsequent passes, crucial for preventing defects.
Ensures proper fusion between weld passes.
Prevents slag inclusions and porosity.
Often a code requirement, even if not detailed in WPS.
A phenomenon in certain alloy steels where toughness is severely reduced when the material is exposed to elevated temperatures (typically 750-1100°F or 400-600°C) for extended periods. It is caused by the segregation of impurity elements to grain boundaries.
Occurs in the temper embrittlement range, often during PWHT or service.
Leads to intergranular fracture and increased ductile-to-brittle transition temperature.
A formula used to estimate the hardenability and weldability of a steel, particularly its susceptibility to hydrogen-induced cracking (cold cracking). It accounts for the effect of various alloying elements as if they were carbon.
Higher CE indicates higher hardenability and increased risk of cold cracking.
Commonly used formulas include the IIW formula (International Institute of Welding).
Used to determine appropriate preheat and post-weld heat treatment requirements.
A condition where the leg size of a fillet weld is smaller than that specified in the WPS or required by the applicable code, potentially reducing strength.
Typically a defect if exceeding code-specified tolerance.
AWS D1.1 has specific limits for undersize, often 1/32 inch for smaller fillets.
Requires documentation and disposition (repair, accept-as-is with engineering approval, or reject).
The CWI's responsibility to monitor and ensure that all welding parameters (current, voltage, travel speed, gas flow) remain within the ranges specified by the WPS during welding.
Deviations can lead to critical weld defects.
Requires continuous monitoring, often with data loggers.
Immediate corrective action is necessary for non-compliance.
A conflict of interest arises when a CWI's personal interests (e.g., financial, familial) could improperly influence, or appear to influence, their professional judgment or actions.
Must avoid situations compromising impartiality.
Direct financial interest is a clear conflict.
Ethical duty to decline assignments with unavoidable conflicts.
A type of cold cracking that occurs in the weld metal or heat-affected zone (HAZ) of susceptible steels, often hours or days after welding. It is caused by the synergistic effect of diffusible hydrogen, high tensile stresses, and a brittle microstructure.
Also known as cold cracking or delayed cracking.
Common in high-strength steels and steels with high carbon equivalent.
Hydrogen sources include moisture in consumables, base metal, or atmosphere.
A CWI's ethical duty to report any observed deviations from project specifications, codes, or quality control plans to the appropriate management or client representatives.
Ensures project integrity and safety.
Protects the CWI from liability.
Applies to personnel qualifications, materials, and procedures.
The specified maximum height above the base metal surface allowed for a groove weld's reinforcement, crucial for preventing stress concentrations and ensuring proper fit-up for subsequent operations.
Excessive reinforcement can act as a stress riser.
Limits are specified in WPS and governing codes (e.g., AWS D1.1).
Must be ground down if exceeding specified maximums.
Careful control of interpass temperature is crucial for High-Strength Low-Alloy (HSLA) steels to prevent both hydrogen cracking (if too low) and degradation of mechanical properties (if too high).
Impacts microstructure and mechanical properties (strength, toughness).
Excessive heat can lead to grain coarsening in HAZ.
WPS must specify appropriate limits for the specific HSLA grade.
The CWI's responsibility to verify that welding consumables, especially low-hydrogen electrodes, are stored according to manufacturer's recommendations and relevant codes (e.g., AWS A5.1) to prevent moisture absorption and ensure weld quality.
A CWI is responsible for enforcing adherence to the project's Quality Control Plan, ensuring all specified inspections and testing are performed at the mandated rates and methods.
QC Plan specifies inspection types and frequencies.
A groove melted into the base metal adjacent to the toe or root of a weld and left unfilled by weld metal. It reduces the effective thickness of the base metal at the weld joint.
Caused by excessive current, too long an arc, or incorrect electrode angle.
Acts as a stress concentrator, potentially leading to fatigue or brittle fracture.
Verifying that Non-Destructive Testing (NDT) personnel hold the specific certifications (e.g., ASNT SNT-TC-1A Level II/III) required by project codes and specifications.
Crucial for validity and acceptance of NDT results.
Different codes/standards specify different qualification bodies.
CWI must verify certification against project requirements.
Questions are original practice items written to match the published exam objectives. Step2Study is not affiliated with or endorsed by any certification body.