PWC, et al:
where is the requirement stated that the IIW standard have calibration documentation?
maybe i'm missing something but i cannot find such a requirement in either D1.1 or D1.5...
never claimed to know it all; and i'm not ut certified, so if its out there please enlighten me...thanks,
ziggy
My first comment would be that you have not provided enough details to properly answer the question. What code, what year, etc are not specifically given.
Withstanding that, I'll pick a structural code and year out of the blue to give you an idea. Say AWS D1.1 2002.
Underneath section 6 paragraph 6.23.1 it gives you a starting point. It states (paraphrased) that the IIW UT reference block is to be used as a 'standard'. It further references Figure 6.22
Figure 6.22 gives a drawing of the IIW block. The general notes below give you dimensional tolerances (.+- .005" maximum of 125 microinch RMS, material A36 or acoustically equivalent, holes smoothed and 90 degrees out, degree lines and indentification markings, etc)
Those are the base requirements. So what paper work do you have for that block that proves those requirements have been meet?
Ray-Check for instance gives you a calibration report. In it is the material, heat number, SN of the block, nominal and actual tolerances, along with the MTR for the material.
They also provide a statement that the block has been inspected o ISO 9001 (read ISO 2400) with calibrated instruments in accordance with ANSI Z540-2.
I've read some of the previous answers, and disagree with them. AWS does not specifically call out a certificate requirement, however, how do you prove the requirements that they do call out are met? For all that auditor knows that block was cut out of random carbon steel that may or may not be acoustically equivalent in bubba's back yard.
The only way you can prove it is in a like manner as the mentioned block from ray-check or other like manufacturer.
My two cents for what its worth.
Well any UT calibration blocks Iv'e ever seen or worked with were always factory made/ machined with identifying markings and serial numbers etched on them.
So it never occured to me to question the validity of those particular blocks.
Now if it looked like a hand made block without any ID on it, then I can see why one might question of it's validity and asking for a cert for it.
I went back through my files and sure enough there are certs for my blocks. They were here before I started so it didn't occur to me that they would be a cert behind it, but it does make sence since it is part of calibrating a piece of equiptment.
I also have the cert for my 10 lb bar for MT calibration to confirm it weighs 10 lbs.
I agree with Gerald. And it is possible to buy scratched, dented, and out of tolerance blocks for a discount from PH tool.
Thanks Gerald,
It was a customer inspector who was checking our calibration system. His question was pretty simple, "Got documentation to back that up?" Through the s/n I was able to find that the block was 30 yrs old and no documentation was available from the manufacturer.
I decided to purchase a new block. It came with documentation. I'm all good.
PWC
you can also have a dimensional inspection done and recertified.
But of course, heaven forbid you UT guys would be using a Calibration Block that was not currently CALIBRATED/CERTIFIED.
You may find that this is more an issue of what is stated in your own QC manual in the calibration of testing equipment. If you have stated that certain procedures are followed to confirm the calibration of any tool used in testing then that probably includes your Block. That is where auditors catch many shops, their own paperwork. They try to really impress when they first get the Certified Status and submit their reams of paperwork to boggle/baffle the auditors. Then, when up for the actual audit they get asked questions they have no answer for nor paperwork to support.
Just my two tin pennies worth as I am not a UT tech. Interesting discussion though.
Have a Great Day, Brent