ML20099K309: Difference between revisions

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i is indeed found and removed, and (2) to attempt to minimize the number of repairs on a specific weld. After repair, the weld must undergo the same level of inspection which detected                 the original defect.
i is indeed found and removed, and (2) to attempt to minimize the number of repairs on a specific weld.
I might add that neither the AWS nor ASME Code requires           in-process corrections to be inspected.             Further, in my opinion these inspections are not necessary, warranted or justifiable to produce structurally sound welds.
After repair, the weld must undergo the same level of inspection which detected the original defect.
I know of no other welding engineers or code specialists who would advocate such inspections.         Indeed, to my knowledge no one in the entire welding industry requires such inspections.
I might add that neither the AWS nor ASME Code requires in-process corrections to be inspected.
A weld is not technically " defective" or cannot be said to have a " defect" until inspected and evaluated by the designated authorities (e.g.,
Further, in my opinion these inspections are not necessary, warranted or justifiable to produce structurally sound welds.
QC personnel) to the acceptance criteria specified by the applicable code.
I know of no other welding engineers or code specialists who would advocate such inspections.
h!_?               &
Indeed, to my knowledge no one in the entire welding industry requires such inspections.
  $ 74> C c /= r c t e S
A weld is not technically " defective" or cannot be said to have a " defect" until inspected and evaluated by the designated authorities (e.g., QC personnel) to the acceptance criteria specified by the applicable code.
  &c.y r y a f se . >i cm -u                     W.E. Baker Subscribed and sworn to before me this 9th day of November                 ,  1984.
h!_?
:Nu'L ib.d.. ,
$ 74> C c /= r c t e S
                                                  .      ,y Notary Public <g<n' f #c<AfoS Sy G . mni s s , c ..i cxp<tts spc cv :S' Mf 8411290381 841127 PDR ADOCK 05000445 G                     PDR l}}
&c.y r y a f se. >i cm -u W.E. Baker Subscribed and sworn to before me this 9th day of November 1984.
:Nu'L ib.d..,
,y
<g<n' f #c<AfoS Notary Public Sy G. mni s s, c..i cxp<tts spc cv :S' Mf 8411290381 841127 PDR ADOCK 05000445 G
PDR}}

Latest revision as of 06:22, 13 December 2024

Signature Page of WE Baker Affidavit Re in-process Weld Repair Hold Point.Related Correspondence
ML20099K309
Person / Time
Site: Comanche Peak  
Issue date: 11/09/1984
From: Baker W
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20099K287 List:
References
OL, NUDOCS 8411290381
Download: ML20099K309 (1)


Text

i is indeed found and removed, and (2) to attempt to minimize the number of repairs on a specific weld.

After repair, the weld must undergo the same level of inspection which detected the original defect.

I might add that neither the AWS nor ASME Code requires in-process corrections to be inspected.

Further, in my opinion these inspections are not necessary, warranted or justifiable to produce structurally sound welds.

I know of no other welding engineers or code specialists who would advocate such inspections.

Indeed, to my knowledge no one in the entire welding industry requires such inspections.

A weld is not technically " defective" or cannot be said to have a " defect" until inspected and evaluated by the designated authorities (e.g., QC personnel) to the acceptance criteria specified by the applicable code.

h!_?

$ 74> C c /= r c t e S

&c.y r y a f se. >i cm -u W.E. Baker Subscribed and sworn to before me this 9th day of November 1984.

Nu'L ib.d..,

,y

<g<n' f #c<AfoS Notary Public Sy G. mni s s, c..i cxp<tts spc cv :S' Mf 8411290381 841127 PDR ADOCK 05000445 G

PDR