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3. When using a water washable penetrant testing process, why should the water rinse temperature remain constant?
4. What is the proper technique for removal of excess penetrant from a part when using a water washable penetrant process?
5. Which type of developer would you use to obtain the highest sensitivity test results?
6. What type of penetrant process would be best suited to an application at near freezing temperatures?
7. Which type of developer does NOT provide a contrasting background against which to view penetrant indications?
8. Which type of developer should NOT be used with a visible dye penetrant process?
11. Indications which are caused by design or construction of the test piece are called?
13. Mercury vapour black lights may be extinguished if the supply voltage drops below about:
14. The output of a mercury vapour black light depends on:
15. When a mercury vapour black light is first turned on, what minimum warm-up time is normally required?
16. When a mercury vapour black light is inadvertently cut off, approximately how long should it be allowed to cool before attempting to restart?
17. A soft aluminum test piece previously sand-blasted to remove tightly adhering soils. What additional surface preparation should be performed?
18. Dried, non-aqueous developers are best removed after penetrant testing by:
19. The most important penetrant test processing time to control is:
20. A penetrant which contains an emulsifier is called:
21. A penetrant which requires a separate emulsification step prior to removal from the surface of the test piece is called?
22. The chief advantage of using a water washable penetrant process is:
23. While performing a fluorescent water washable penetrant test, which of the following steps should be performed under black light?
24. What are the two most important properties in determining the penetrating ability of a penetrant?
25. The human eye is most sensitive to which of the following types of light?
26. What amount of time is normally considered necessary for dark adaption of the eyes prior to performing a fluorescent penetrant test?
28. What is the most common source of penetrant bath contamination?
30. A penetrant testing method in which an emulsifier, separate from the penetrant, is used is called:
31. A penetrant testing method in which the degree of washability can be controlled by the operator is called:
32. Open, shallow discontinuities are best detected by which penetrant testing method?
35. Acceptable methods to apply emulsifier are:
37. Emulsification time is less critical for the detection of:
38. Over washing during excess penetrant removal is less likely with which penetrant testing process?
39. The fluorescent dyes used in the liquid penetrant testing process are most active when energized with black light of what wavelengths? (Å = angstrom)
42. Diffusion of a lipophilic emulsifier penetrant into the test piece surface is stopped by:
44. When a drain-dwell technique is used during emulsification, what two mechanisms are responsible for combining the emulsifier and penetrant?
46. The adequacy of excess penetrant removal, using a water washable process, is judged and controlled by:
47. Another name for a self-emulsifying penetrant process is:
49. When viewed under black light, developer appears:
50. Penetrant developers are used in which of the following forms?
51. Which of the following developers requires the test piece to be dried prior to its application?
54. Which of the following is an advantage of a dry developer?
56. The preferred method of application of aqueous wet developer is:
61. During fluorescent water-washable PT on a turbine blade, after rinse the entire surface still glows pale green under UV. The MOST LIKELY cause is:
62. You arrive on site for a PT inspection on a stainless-steel weldment. The supplied penetrant kit shows >0.001% by weight chloride content. The correct action is:
63. On an aluminium quench-crack reference block, your new penetrant batch shows 50% fewer indications than the previous validated batch. You should:
66. A technician reports a long, broad bleed-out indication along a machined fillet. Cross-checking shows it follows a sharp tool-mark profile. This is BEST classified as:
67. After applying non-aqueous wet developer, the developer dries unevenly and pools in low areas. The MOST LIKELY remedy is:
68. During inspection of a high-strength low-alloy weld, an indication is observed that develops rapidly to a length of 6 mm with sharp, defined edges following the toe of the weld. Most experienced inspectors would call this:
69. Per ASME Section V Article 6, after solvent removal of excess penetrant, the dwell time for the developer (during which indications must form) is normally:
70. Your post-emulsifiable test is showing inadequate sensitivity. Penetrant dwell, emulsifier dwell and developer are within procedure. The MOST LIKELY remaining cause is:
71. Comparing visible solvent-removable to fluorescent water-washable on the same crack panel, fluorescent is preferred because:
73. You see a bleed-out that initially appears as a tight line but, on second viewing 5 minutes later, has spread into a broad fuzzy area. This is BEST interpreted as:
74. Upper temperature limit for standard PT materials per ASME V is normally:
79. Maximum penetrant dwell time before processing per ASME V Article 6 is normally: