I am not aware of any standard specifications which provide requirements for
"general" weld testing for structures. However, I have also been given
similar "rules of thumb" for weld inspection and testing on industrial
projects. I've specified magnetic particle testing of "1 foot of every 10 ft
of accumulated weld length" for fillet welds and of fillet welds at flanges;
and "radiographic or ultrasonic methods" for complete joint penetration
welds for moment connections and splices. It is essentially up to the EOR to
determine the desired extent of weld testing for confirmation of quality.
For special connections, any weld testing requirements should be shown on
the connection details.
> -----Original Message-----
> From: Ken Peoples [mailto:lvtakp(--nospam--at)yahoo.com]
> Sent: Thursday, June 01, 2000 11:33 AM
> To: seaint(--nospam--at)seaint.org
> Cc: marianne.barbaz(--nospam--at)mineralstech.com
> Subject: field welding inspection
> I would like to know what to specify for
> inspecting/testing welds for an industrial building
> project. I have an older copy of Masterspec that says
> that AISC and AWS do not make any specific
> recommendations regarding the frequency of inspection
> or method of testing for welded connections. Does
> anyone know if this is still the case. Is there any
> kind of rules of thumb out there? Someone told me to
> do the following:
> 1. visually inspect all welds
> 2. magnetic particle inspection of about 10% of field
> applied fillet welds (do more testing if problems are
> 3. ultrasonic inspection of all full penetration field
> welds. (is this excessive?)
> Does this make sense? Is this too much or too little?
> Shouldn't there be some testing of shop full pen
> welds too?
> As always, thanks in advance for your help
> Ken Peoples, P. E.
> Lehigh Valley Technical Associates
> Northampton, PA