{"id":"404","title":"VT Level 2 Questions and Answers: 30 Free Practice Questions","slug":"vt-level-2-practice-questions-2026-free-mock-exam","date":"June 24, 2026","author":"Anoop Rayavarapu","category":"Practice Questions","metaDescription":"Free VT Level II practice test: 30 original visual testing questions with answers on lighting, remote viewing, weld gauges, weld discontinuities, codes.","snippet":"Free VT Level II practice test: 30 original visual testing questions with answers on lighting, remote viewing, weld gauges, weld discontinuities, codes.","content":"\n<p class=\"ptq-meta\" style=\"color:#475569;margin:0 0 16px;\">30 original questions in 6 topics, each with the correct answer, an explanation and its basis. Last reviewed October 16, 2026.</p>\n<section data-practice-test=\"2026-10\" aria-label=\"About this practice test\"><h2>About this VT Level II practice test</h2><p>These 30 questions are original study questions written by Atlantis NDT for technicians preparing for Visual Testing (VT) Level II. They are not ASNT examination questions and do not reproduce any certification exam.</p><p>Under ASNT SNT-TC-1A (2024 edition), the employer certifies Level II personnel after general, specific and practical examinations set out in its written practice. ASNT also offers central ASNT NDT Level II examinations (general and method exams), and employers still carry out the vision, practical and job-specific examinations. This set is pitched at what a Level II must do: set up and verify lighting and equipment, carry out direct and remote examinations, measure and evaluate conditions against a procedure, and report the results.</p><p>The questions cover vision and lighting, direct and remote viewing equipment, measurement and weld gauges, weld and material discontinuities, procedures and documentation, and examination practice. Atlantis NDT runs NDT training year-round, with theory online and hands-on practice on its Practical NDT simulator or in person at the client&apos;s own facility. Simulator practice supports training; it does not replace the practical examination or the experience hours the employer&apos;s written practice requires.</p></section>\n<section aria-label=\"How to use this practice test\"><h2>How to use this practice test</h2><ul><li>Answer each question before opening the explanation, and note the topic of every question you miss.</li><li>Work the lighting and weld-size calculations on paper; the explanations show each step so you can check your method.</li><li>Check code references against the edition your procedures and written practice actually use, since requirements can change between editions.</li><li>Study your weakest topics, then retake the full set a few days later without notes.</li></ul><p style=\"margin:8px 0 0;\">Topics in this set:</p><ul><li><a href=\"#topic-vision-viewing-conditions-and-lighting\">Vision, viewing conditions and lighting</a> (6 questions)</li><li><a href=\"#topic-direct-and-remote-viewing-equipment\">Direct and remote viewing equipment</a> (4 questions)</li><li><a href=\"#topic-measurement-and-weld-gauges\">Measurement and weld gauges</a> (5 questions)</li><li><a href=\"#topic-weld-and-material-discontinuities\">Weld and material discontinuities</a> (7 questions)</li><li><a href=\"#topic-procedures-codes-and-documentation\">Procedures, codes and documentation</a> (5 questions)</li><li><a href=\"#topic-examination-practice\">Examination practice</a> (3 questions)</li></ul></section>\n<section class=\"ptq-note\" aria-label=\"Practice questions, not exam questions\" style=\"border-left:4px solid #d97706;padding:8px 0 8px 16px;margin:24px 0;\"><h2>Practice questions, not exam questions</h2><p>Atlantis NDT wrote these questions as original study material. They are not taken from ASNT or from any employer&apos;s examination, and real examinations differ in wording, emphasis and format.</p><p>Certification is a separate step: under ASNT SNT-TC-1A the employer certifies its technicians after the examinations its written practice sets, and ASNT runs central Level II examinations for several methods. A good score here is a study signal, not a qualification.</p></section>\n<aside data-course-next-step=\"2026-10\" data-placement=\"answer\" aria-label=\"Next step\" style=\"border-left:4px solid #2563eb;padding:10px 0 10px 16px;margin:24px 0;\"><p style=\"margin:0\"><strong>Next step:</strong> Preparing for the VT Level 2 exam? The <a href=\"/vt-level-2-training\" style=\"color:#2563eb;text-decoration:underline;\">VT Level 2 course</a> adds structured classroom and hands-on training. Employers: <a href=\"/consulting/ndt-consulting-level-iii\" style=\"color:#2563eb;text-decoration:underline;\">ASNT Level III consulting</a> handles procedures, the written practice and qualification exams.</p></aside>\n<section class=\"ptq-topic\" id=\"topic-vision-viewing-conditions-and-lighting\" aria-label=\"Vision, viewing conditions and lighting\"><h2>Vision, viewing conditions and lighting</h2><div class=\"ptq-question\" id=\"vt2-01\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 1.</span> Under ASME Section V Article 9, direct visual examination may usually be made when the eye can be placed within what distance of the surface, at an angle not less than what?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> 24 in (600 mm) and 30&#xB0;</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> 12 in (300 mm) and 45&#xB0;</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> 36 in (900 mm) and 15&#xB0;</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> 24 in (600 mm) and 60&#xB0;</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. 24 in (600 mm) and 30&#xB0;</p><p style=\"margin:6px 0;\">Article 9 describes direct visual examination with the eye within 24 in (600 mm) of the surface at an angle of not less than 30&#xB0;. Mirrors may be used to improve the viewing angle; otherwise remote visual examination is used.</p><p style=\"margin:6px 0;color:#475569;\">Basis: ASME BPVC Section V, Article 9</p></details></div><div class=\"ptq-question\" id=\"vt2-02\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 2.</span> What minimum illumination does ASME Section V Article 9 require at the examination surface?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> 20 fc (200 lx)</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> 50 fc (500 lx)</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> 100 fc (1,000 lx)</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> 200 fc (2,000 lx)</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. 100 fc (1,000 lx)</p><p style=\"margin:6px 0;\">Article 9 sets a minimum of 100 fc (1,000 lx) at the examination surface, verified with a light meter or a verified light source. Other codes or contracts may set different values, so the procedure governs.</p><p style=\"margin:6px 0;color:#475569;\">Basis: ASME BPVC Section V, Article 9</p></details></div><div class=\"ptq-question\" id=\"vt2-03\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 3.</span> A small lamp gives 1,600 lx at the examination surface from 0.5 m. Treating it as a point source at the same angle, roughly what illumination does it give from 1.0 m, and does that meet a 1,000 lx minimum?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> 800 lx; no</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> 400 lx; no</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> 1,600 lx; yes</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> 3,200 lx; yes</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: B. 400 lx; no</p><p style=\"margin:6px 0;\">Illumination from a point source falls with the square of distance: 1,600 &#xD7; (0.5/1.0)&#xB2; = 400 lx, which is below 1,000 lx. The lamp must be moved closer or supplementary lighting added, and the level re-verified with a light meter.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Inverse square law (illumination)</p></details></div><div class=\"ptq-question\" id=\"vt2-04\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 4.</span> Which lighting technique best reveals small surface irregularities such as shallow dents, scratches or weld ripple?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Light directed straight down, perpendicular to the surface</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Oblique (low-angle) lighting across the surface</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> UV-A lighting</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Reducing the light level</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: B. Oblique (low-angle) lighting across the surface</p><p style=\"margin:6px 0;\">Low-angle light casts shadows from small changes in surface height, making surface relief visible. Light perpendicular to the surface tends to flatten surface texture.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT principle</p></details></div><div class=\"ptq-question\" id=\"vt2-05\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 5.</span> Glare from a polished, machined surface is preventing a clear view. What is the best first step?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Increase the light intensity from the same direction</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Switch to a UV-A lamp</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Record the area as not examined without trying anything else</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Change the viewing or lighting angle, or use diffuse lighting</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: D. Change the viewing or lighting angle, or use diffuse lighting</p><p style=\"margin:6px 0;\">Mirror-like reflection depends on the angles of the light and the eye, so changing either one, or diffusing the light, usually removes the glare. More light from the same direction makes glare worse.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT principle</p></details></div><div class=\"ptq-question\" id=\"vt2-06\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 6.</span> Under ASNT SNT-TC-1A, who establishes the vision requirements, such as near-vision acuity and color contrast differentiation, for VT personnel?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> ASNT, which issues each technician&apos;s vision card directly</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> The employer, in its written practice, guided by SNT-TC-1A</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> The customer, separately for every contract</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> No vision requirements apply to visual testing</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: B. The employer, in its written practice, guided by SNT-TC-1A</p><p style=\"margin:6px 0;\">SNT-TC-1A is a recommended practice, and the employer&apos;s written practice sets the vision tests, their frequency and acceptance, commonly including a Jaeger-type near-vision chart test. Color contrast differentiation matters in VT because many conditions are judged by color or shade.</p><p style=\"margin:6px 0;color:#475569;\">Basis: ASNT SNT-TC-1A</p></details></div></section><section class=\"ptq-topic\" id=\"topic-direct-and-remote-viewing-equipment\" aria-label=\"Direct and remote viewing equipment\"><h2>Direct and remote viewing equipment</h2><div class=\"ptq-question\" id=\"vt2-07\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 7.</span> Under ASME Section V Article 9, remote visual examination may be substituted for direct examination provided that:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> The remote system&apos;s resolution at least equals direct observation</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> The customer waives the lighting requirement in writing beforehand</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> A magnifier of at least 10&#xD7; is used with the camera</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> The surface cannot be cleaned before the examination</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. The remote system&apos;s resolution at least equals direct observation</p><p style=\"margin:6px 0;\">Mirrors, borescopes, fiberscopes and cameras are acceptable when they can resolve detail at least as well as direct observation. The procedure demonstration shows that they do.</p><p style=\"margin:6px 0;color:#475569;\">Basis: ASME BPVC Section V, Article 9</p></details></div><div class=\"ptq-question\" id=\"vt2-08\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 8.</span> Which instrument is best suited to examining the inside of a curved pipe run through a small access port, with recorded images?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> A rigid borescope with a camera adapter</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> A hand magnifier and a bright flashlight</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> An articulating video borescope</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> A fillet weld gauge</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. An articulating video borescope</p><p style=\"margin:6px 0;\">A flexible, articulating videoscope can follow bends, steer its tip and capture images for the report. A rigid borescope needs a straight line of sight.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT principle</p></details></div><div class=\"ptq-question\" id=\"vt2-09\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 9.</span> How is the adequacy of a visual examination procedure typically demonstrated under ASME Section V Article 9?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> By resolving a fine line or artificial flaw on a similar surface</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> By measuring the surface temperature before viewing</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> By radiographing a sample weld made to the same welding procedure</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> By the customer&apos;s signature on the procedure alone</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. By resolving a fine line or artificial flaw on a similar surface</p><p style=\"margin:6px 0;\">Article 9 allows a fine line, an artificial imperfection or a simulated condition on the same or a similar surface to show the examination can detect what it must. The demonstration is recorded and referenced in the procedure.</p><p style=\"margin:6px 0;color:#475569;\">Basis: ASME BPVC Section V, Article 9</p></details></div><div class=\"ptq-question\" id=\"vt2-10\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 10.</span> When changing from a 3&#xD7; to a 10&#xD7; magnifier, what generally happens?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Field of view and depth of field both increase</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Field of view increases and depth of field decreases</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Nothing changes except brightness</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Field of view and depth of field both decrease</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: D. Field of view and depth of field both decrease</p><p style=\"margin:6px 0;\">Higher magnification shows a smaller area and keeps a thinner depth in focus, so the magnifier must be held steady at the right distance. This is why low magnification is used for scanning and higher magnification for examining a specific indication.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT principle (optics)</p></details></div></section><section class=\"ptq-topic\" id=\"topic-measurement-and-weld-gauges\" aria-label=\"Measurement and weld gauges\"><h2>Measurement and weld gauges</h2><div class=\"ptq-question\" id=\"vt2-11\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 11.</span> An equal-leg, flat-faced fillet weld in a 90&#xB0; T-joint has 8 mm legs. What is its theoretical throat?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> 4.0 mm</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> 5.7 mm</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> 8.0 mm</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> 11.3 mm</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: B. 5.7 mm</p><p style=\"margin:6px 0;\">For an equal-leg fillet weld at 90&#xB0;, the theoretical throat is the leg &#xD7; 0.707: 8 &#xD7; 0.707 &#x2248; 5.7 mm. 11.3 mm is leg &#xD7; &#x221A;2, the length of the face, not the throat.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Weld geometry; AWS D1.1</p></details></div><div class=\"ptq-question\" id=\"vt2-12\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 12.</span> When a standard fillet weld gauge is used on a concave fillet weld, the weld size is determined from:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> The longer leg</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> The width of the weld face</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> The throat dimension</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> The height of the reinforcement</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. The throat dimension</p><p style=\"margin:6px 0;\">For a concave fillet weld the gauge checks the actual throat, from which the size is derived. For a convex fillet weld, the size is determined by the shorter leg.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Weld gauge practice; AWS D1.1</p></details></div><div class=\"ptq-question\" id=\"vt2-13\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 13.</span> Which tool is normally used to measure the depth of undercut?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> A fillet weld gauge set to the leg size</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> A hi-lo (misalignment) gauge</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> A protractor or angle finder</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> An undercut gauge or dial depth gauge</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: D. An undercut gauge or dial depth gauge</p><p style=\"margin:6px 0;\">An undercut gauge or dial depth gauge measures depth below the adjacent base metal surface. Fillet gauges measure leg and throat, and hi-lo gauges measure joint misalignment.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Weld gauge practice</p></details></div><div class=\"ptq-question\" id=\"vt2-14\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 14.</span> What is a hi-lo gauge used for?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Measuring internal misalignment at fit-up</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Measuring fillet weld leg length and throat size</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Measuring light intensity at the joint</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Measuring preheat temperature before welding</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. Measuring internal misalignment at fit-up</p><p style=\"margin:6px 0;\">A hi-lo gauge checks how far the inside surfaces of mating pipes are offset, which affects root quality. It is used at fit-up, before welding starts.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Weld gauge practice</p></details></div><div class=\"ptq-question\" id=\"vt2-15\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 15.</span> On a butt weld between plates whose surfaces are flush, the reinforcement height is measured:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> From the root face to the highest point of the weld face</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> From the base metal surface to the top of the weld face</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Across the width of the weld face, toe to toe</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> From the weld toe to the fusion line</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: B. From the base metal surface to the top of the weld face</p><p style=\"margin:6px 0;\">Reinforcement is weld metal above the base metal surface, so it is measured from that surface to the highest point of the face. The allowable limit comes from the applicable code or procedure.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Weld geometry</p></details></div></section><section class=\"ptq-topic\" id=\"topic-weld-and-material-discontinuities\" aria-label=\"Weld and material discontinuities\"><h2>Weld and material discontinuities</h2><div class=\"ptq-question\" id=\"vt2-16\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 16.</span> Undercut is best described as:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Weld metal that overflows onto the base metal surface without fusing to it</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Excess weld metal above the plate surface</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> An unfilled groove melted into the base metal at the toe or root</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> A crack at the end of a weld bead</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. An unfilled groove melted into the base metal at the toe or root</p><p style=\"margin:6px 0;\">Undercut reduces base metal thickness at the toe and creates a notch. Weld metal that overflows without fusing is overlap.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Weld discontinuity terminology (AWS A3.0)</p></details></div><div class=\"ptq-question\" id=\"vt2-17\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 17.</span> Weld metal that protrudes beyond the weld toe without fusing to the base metal is called:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Undercut</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Spatter</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Overlap</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Underfill</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. Overlap</p><p style=\"margin:6px 0;\">Overlap creates a notch at the toe where unfused metal sits on the surface. Underfill is a weld face or root surface below the adjacent base metal surface.</p><p style=\"margin:6px 0;color:#475569;\">Basis: Weld discontinuity terminology (AWS A3.0)</p></details></div><div class=\"ptq-question\" id=\"vt2-18\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 18.</span> Star-shaped cracks at the end of a weld bead are most likely:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Crater cracks</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Lamellar tears</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Toe cracks caused by undercut</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Hydrogen cracks in the base metal far from the weld</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. Crater cracks</p><p style=\"margin:6px 0;\">Crater cracks form when the weld pool at a bead termination solidifies and shrinks, often in a star pattern. Good crater-filling technique reduces them.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General weld discontinuities</p></details></div><div class=\"ptq-question\" id=\"vt2-19\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 19.</span> Viewing the root side of an open-root single-V pipe weld, the original square edges of the root faces are visible along part of the joint. This is:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Root concavity</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Burn-through</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Incomplete joint penetration</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Excessive root reinforcement</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. Incomplete joint penetration</p><p style=\"margin:6px 0;\">Visible unmelted root faces show the weld did not penetrate through the joint thickness. Root concavity is a fused but sunken root surface, and burn-through is a hole melted through the root.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General weld discontinuities</p></details></div><div class=\"ptq-question\" id=\"vt2-20\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 20.</span> Why are arc strikes outside the weld area a concern on hardenable steels?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> They improve corrosion resistance locally around the strike</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> They can form hard, brittle spots that crack</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> They affect appearance only</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> They reduce the weld reinforcement</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: B. They can form hard, brittle spots that crack</p><p style=\"margin:6px 0;\">An arc strike melts a small spot that cools very quickly, which can produce a hard microstructure and cracking that may start a failure. Codes usually require arc strikes to be removed or evaluated.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General weld discontinuities</p></details></div><div class=\"ptq-question\" id=\"vt2-21\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 21.</span> Why is excessive weld reinforcement with an abrupt toe angle a concern?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> It hides the root</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> It causes porosity</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> It changes the chemical composition of the weld metal</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> It raises stress at the toe and lowers fatigue life</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: D. It raises stress at the toe and lowers fatigue life</p><p style=\"margin:6px 0;\">A tall cap with a sharp angle at the toe raises the local stress, a key factor in fatigue cracking under cyclic loading. Codes therefore limit reinforcement height and may require a smooth transition.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General weld discontinuities</p></details></div><div class=\"ptq-question\" id=\"vt2-22\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 22.</span> Small, deep cavities on a surface, with the surrounding surface largely unaffected, are most typical of:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Pitting corrosion</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> General (uniform) corrosion</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Erosion that leaves a long, smooth groove</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Mechanical scratching</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. Pitting corrosion</p><p style=\"margin:6px 0;\">Pitting is localized attack that penetrates deeply while the surrounding surface stays nearly intact, so pit depth matters more than its surface size. General corrosion thins a broad area evenly.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General corrosion forms</p></details></div></section><section class=\"ptq-topic\" id=\"topic-procedures-codes-and-documentation\" aria-label=\"Procedures, codes and documentation\"><h2>Procedures, codes and documentation</h2><div class=\"ptq-question\" id=\"vt2-23\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 23.</span> When VT is performed to ASME Section V Article 9, where do the acceptance criteria come from?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Article 9 itself</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> The referencing code section or contract</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> The examiner&apos;s personal judgment on site</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> The equipment manufacturer&apos;s instructions</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: B. The referencing code section or contract</p><p style=\"margin:6px 0;\">Article 9 sets how the examination is done, while acceptance standards are specified by the referencing code section or contract. The procedure states which criteria apply.</p><p style=\"margin:6px 0;color:#475569;\">Basis: ASME BPVC Section V, Article 9</p></details></div><div class=\"ptq-question\" id=\"vt2-24\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 24.</span> In AWS D1.1, visual acceptance limits for discontinuities such as undercut depend on:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> The welder&apos;s qualification and years of experience</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> The color and heat tint of the finished weld</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> The welding position alone, flat, horizontal, vertical or overhead</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> The connection type (static, cyclic or tubular) and the material thickness</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: D. The connection type (static, cyclic or tubular) and the material thickness</p><p style=\"margin:6px 0;\">D1.1&apos;s visual inspection acceptance criteria set different limits for statically loaded, cyclically loaded and tubular connections, and undercut limits also depend on thickness and stress direction. The contract documents determine which category applies.</p><p style=\"margin:6px 0;color:#475569;\">Basis: AWS D1.1</p></details></div><div class=\"ptq-question\" id=\"vt2-25\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 25.</span> Which standard covers visual testing of fusion-welded joints?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> ISO 9934-1</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> ISO 3452-1</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> ISO 17636-1</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> ISO 17637</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: D. ISO 17637</p><p style=\"margin:6px 0;\">ISO 17637 covers visual testing of fusion-welded joints. ISO 9934-1 covers magnetic particle testing, ISO 3452-1 penetrant testing and ISO 17636-1 radiographic testing of welds.</p><p style=\"margin:6px 0;color:#475569;\">Basis: ISO 17637</p></details></div><div class=\"ptq-question\" id=\"vt2-26\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 26.</span> Which information should a VT report normally include?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Only the accept or reject decision and the date of the examination</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Only photographs of the weld, without any written description</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Item, procedure, equipment, lighting check, indications, criteria, result and examiner</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> The welder&apos;s own opinion of the weld and the time taken to weld it</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. Item, procedure, equipment, lighting check, indications, criteria, result and examiner</p><p style=\"margin:6px 0;\">A complete report shows what was examined, how, and against which criteria, so the result can be traced and audited. The referencing code or contract may add specific items.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT practice; ASME BPVC Section V, Article 9</p></details></div><div class=\"ptq-question\" id=\"vt2-27\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 27.</span> When photographing an indication for a VT report, good practice is to:</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Include a scale or reference and identify the location and orientation</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Zoom in so only the indication fills the frame, with no reference points</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Point a flash straight at a shiny surface</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Edit the image to make the indication clearer</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. Include a scale or reference and identify the location and orientation</p><p style=\"margin:6px 0;\">A scale and location reference let a reviewer judge size and find the indication again. Editing the image or removing context weakens it as a record.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT practice</p></details></div></section><section class=\"ptq-topic\" id=\"topic-examination-practice\" aria-label=\"Examination practice\"><h2>Examination practice</h2><div class=\"ptq-question\" id=\"vt2-28\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 28.</span> Which is a typical visual check before welding starts?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Fit-up: groove angle, root opening and alignment</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Final weld reinforcement height and face profile</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Crater cracks at the bead ends</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Post-weld heat treatment charts and records</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: A. Fit-up: groove angle, root opening and alignment</p><p style=\"margin:6px 0;\">VT before welding confirms the joint is prepared and fitted as the procedure requires, which prevents many welding defects. Reinforcement and crater checks happen after welding.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT practice; AWS D1.1</p></details></div><div class=\"ptq-question\" id=\"vt2-29\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 29.</span> Why should slag and heavy spatter be removed before final visual examination of a weld?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> They improve the weld&apos;s appearance and protect it</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> They are needed for the light meter reading</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> They can hide cracks, porosity and undercut</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> They matter only for radiography, not for VT</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: C. They can hide cracks, porosity and undercut</p><p style=\"margin:6px 0;\">Anything covering the weld surface can conceal discontinuities. The surface condition required for VT is stated in the procedure.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT practice</p></details></div><div class=\"ptq-question\" id=\"vt2-30\" style=\"margin:0 0 22px;padding:14px 16px;border:1px solid #d7e1ea;border-radius:8px;\"><p class=\"ptq-stem\" style=\"margin:0 0 8px;font-weight:600;\"><span class=\"ptq-num\" style=\"color:#075fa8;\">Question 30.</span> During VT of a fillet weld, a fine linear indication at the toe could be a crack. What should the Level II do?</p><ol class=\"ptq-options\" type=\"A\" style=\"list-style:none;padding-left:0;margin:0 0 8px;\"><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">A.</span> Ignore it unless it is longer than the fillet leg size</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">B.</span> Grind it out without recording it, then re-examine the area</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">C.</span> Accept it, since visual testing cannot detect cracks</li><li style=\"margin:2px 0;\"><span style=\"display:inline-block;min-width:1.6em;font-weight:600;\">D.</span> Record, size and evaluate it against the acceptance criteria, and report it</li></ol><details class=\"ptq-answer\" style=\"margin:6px 0 0;\"><summary style=\"cursor:pointer;color:#075fa8;font-weight:600;\">Show answer</summary><p style=\"margin:6px 0;\">Correct answer: D. Record, size and evaluate it against the acceptance criteria, and report it</p><p style=\"margin:6px 0;\">Cracks are rejectable under most weld acceptance criteria, so the indication must be recorded and evaluated, not dismissed or removed without a record. Where VT alone cannot confirm it, PT or MT may be used as the procedure allows.</p><p style=\"margin:6px 0;color:#475569;\">Basis: General VT practice</p></details></div></section>\n<section data-course-next-step=\"2026-10\" data-placement=\"end\" aria-label=\"Course next step\" style=\"border-left:4px solid #2563eb;padding:10px 0 10px 16px;margin:24px 0;\"><h2 style=\"font-size:1.25rem;font-weight:700;line-height:1.3;margin:0 0 8px;\">Next step: VT Level 2 course</h2><p style=\"margin:0 0 8px;\">Practice questions check recall. Structured training adds the classroom and hands-on hours your certification route requires. The <a href=\"/vt-level-2-training\" style=\"color:#2563eb;text-decoration:underline;\">VT Level 2 course</a> covers weld and surface visual examination, measurement with weld gauges, and accept or reject decisions against the governing acceptance criteria. Completing a course is not certification: under an employer-based scheme such as SNT-TC-1A, your employer certifies you after its own examinations.</p><p style=\"margin:0 0 8px;\"><strong>For employers:</strong> <a href=\"/consulting/ndt-consulting-level-iii\" style=\"color:#2563eb;text-decoration:underline;\">ASNT Level III consulting</a> covers procedures, the written practice, qualification examinations and audit support for your technicians.</p></section>\n<section data-practice-next=\"2026-10\" aria-label=\"Where to go next\" style=\"border-left:4px solid #2563eb;padding:10px 0 10px 16px;margin:24px 0;\"><h2>Where to go next</h2><p>Atlantis NDT courses run year-round, with theory online and hands-on practice on the Practical NDT simulator or in person at the client&apos;s own facility. From here:</p><ul><li><a href=\"/visual-testing-training\">Visual testing (VT) training</a>: what Level I and Level II mean in the method and what the practical examination tests.</li><li><a href=\"/practical-ndt\">Practical NDT simulator</a>: browser-based practical training between classroom sessions.</li><li><a href=\"/ndt-practice-tests\">All NDT practice tests</a>: Level II sets for UT, PAUT, TOFD, RT, MT, PT, VT and ET, with exam preparation guides.</li><li><a href=\"/asnt-ndt-level-ii-exam-prep\">ASNT NDT Level II exam preparation</a>: if you are sitting ASNT&apos;s central Level II examination.</li><li><a href=\"/asnt-level-iii-vt-exam-prep\">ASNT Level III VT exam preparation</a>: the route once Level II work and experience are behind you.</li></ul><p><a href=\"/contact?service=training&amp;subject=VT%20Level%20II%20training\">Enquire about VT Level II training</a> for yourself or for a team. Tell us the method, the level and where the trainees are based.</p></section>","order":0,"createdAt":"2026-06-24","updatedAt":"2026-10-16T00:00:00Z","h1":"Visual Testing (VT) Level II Practice Questions"}