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Plastiline™ - Humes

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11 Testing<br />

11.1 Prior to conducting tests listed in this section, careful<br />

inspection shall be made for visible damage and faulty<br />

welding. After joint welding of blankets in pipelines and<br />

structures, all welds shall be subjected to the tests<br />

specified in this section.<br />

11.2 Particular attention must be given to weld beads on<br />

both sides of weld strips (see illustration). After welding,<br />

beads should be visible on both sides of the weld strip.<br />

The weld must be checked by probing the fillet area with a<br />

well worn (i.e. no sharp edges) screwdriver blade. At any<br />

place where the probe indicates a weak weld, or enters<br />

more than 3mm, a reweld shall be made in<br />

accordance with the procedure specified in Clauses 12.6<br />

and 12.7 of this specification. If overheating has occurred<br />

during welding the evidence is charring at the edge of the<br />

strip. All charred sections must be replaced.<br />

11.3 If required by the client, the lined surface shall be<br />

100% spark tested using an approved spark tester and<br />

brush with a potential of at least 10,000 volts. Two<br />

alternative methods of positively testing joints and<br />

patches are the vacuum box method for flat areas such as<br />

tanks, and the pipe weld tester for pipelines. Both the<br />

vacuum box and pipe weld tester must be of an approved<br />

design. If the vacuum box is used as a means of testing,<br />

<strong>Humes</strong> should be consulted as special design characteristics<br />

assist in testing by this method.<br />

Defective areas found by these tests must be repaired as<br />

per Section 12 and subsequently retested.<br />

11.4 Where required by the client, a pull test can be<br />

performed to check that proper embedment of keys has<br />

been achieved. A direct pull is applied normal to the<br />

concrete surface, on a cut section of the embedded sheet<br />

containing a single embedded key 100mm to 200mm long.<br />

The concrete should be fully cured and the key shall<br />

withstand the specified pull of 14 N/mm without rupture of<br />

the concrete or the key, or withdrawal of the key from<br />

the concrete. Strictly the test should be made at a<br />

temperature between 10 O C and 27 O C and at least 14 days<br />

after embedment. Refer to <strong>Humes</strong> if full details are<br />

required.<br />

11.5 Where large areas of lining are involved, testing must<br />

be carried out progressively as the work proceeds to avoid<br />

accumulation of defects from faulty workmanship which<br />

could have been detected and corrected at an early stage.<br />

Spark testing may not detect faults in welds or where<br />

sheets overlap, and must be supplemented by the other<br />

procedures described above in order to ensure sound<br />

workmanship in these areas.<br />

Plastiline spark testing.<br />

17

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