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Pipelaying Tender-VOL IV - WorleyParsons.com

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REWARI KANPUR PIPELINE<br />

PROJECT<br />

SUBMERGED ARS WELDED HELICAL<br />

SEAM (SAWH) LINE PIPE<br />

DOCUMENT NUMBER<br />

0068-00-SPC-2003<br />

Revision 0<br />

The results of the test shall meet the minimum requirements of the skelp with regard to<br />

yield, tensile and elongation.<br />

9.4 HYDROSTATIC TEST<br />

9.4.1 Hydrostatic testing of the pipe shall be in accordance with API 5L para 10.2.6 and the<br />

following.<br />

Each length of pipe shall withstand, without leakage through the weld seam or the pipe<br />

body, a hydrostatic test to a test pressure such that the hoop stress, calculated on the<br />

basis of minimum specified wall thickness and including stresses from end loading, is at<br />

least 95 percent of the specified minimum yield strength. If applied, the end load<br />

<strong>com</strong>pensation factor as determined by the formula given in API 5L, Para 10.2.6.6 shall<br />

be used.<br />

The test pressure for all sizes of pipe shall be held for not less than twenty seconds.<br />

Hydrostatic test records will be checked by the Purchaser at his option.<br />

9.8 CVN IMPACT TEST FOR PSL 2 PIPE<br />

9.8.1 GENERAL<br />

For pipe in the size and wall thickness <strong>com</strong>binations given in Table 22, charpy V-notch<br />

tests shall be conducted in accordance with the requirements of clause 10.2.4.3 and the<br />

following.<br />

9.8.1.1 For tests using subsize specimens to determine absorbed energy, the observed<br />

individual readings and the calculated average of the three individual readings per test<br />

shall be converted to full-size equivalent values by dividing such readings by the ratio of<br />

the specimen width tested to the full-size specimen width. For acceptance, full-size<br />

equivalent values shall meet the applicable requirements specified for full-size<br />

specimens (see 9.8.2.1, Annex G, and the 9.8.1.2 below).<br />

9.8.1.2 The individual absorbed energy test value (actual for full-size specimens, and converted<br />

for subsize specimens) is required to be not less than 80% of the required minimum<br />

average absorbed energy value specified for full-size specimens.<br />

9.8.1.3 The test temperature shall be + 32°F (0°C); however, pipe tested at a lower temperature<br />

is also acceptable if it meets all other applicable fracture toughness requirements. For<br />

all grades, the shear area of each specimen shall be reported for each heat.<br />

9.8.1.4 For all pipe sizes and specified wall thickness, additional fracture toughness<br />

requirements as per G.12 of Annex G of this specification shall be applicable for body,<br />

weld and heat affected zone.<br />

0068-FMT-01 Page 8 of 41<br />

Copyright L&T-GULF Private Limited. All rights reserved.

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