The job we are currently working on is a 60ft tower which will sit on top of a new building. 20ft approx is made from Carbon steel, this section will be anchored inside the building. The welding process is SAW. The remaining 40ft is above the building and is manufactured from 2205 duplex using a combination of GTAW & GMAW. The tower is approx 1.5M diameter at the bottom tapering up to 300mm at the top.The W.T. is 15mm all the way up. All the procedures & wqt's were accepted by third party inspectors.
Our client has insisted that the tower be built using the NSSS ( National Structural Steel Specification ) with the following provisions.
Radiographic examinations _*TO*_ be carried out to ASME V Article 2.
Radiographs to be assessed using BS EN ISO5817 level 'C'-2007.
That is our clients instruction to us, two lines with big full stops at the end of each. The wording may not be entirely accurate as I am doing this from home and don't have the file in front of me, I have highlighted the word to, as this is a key point which will become clearer as I go on.
A couple of weeks ago we started doing trial radiographs and found that at a particular Kv, Ma and distance setting we could achieve the proper density ( averaging about 2.5 in parent material ) & sensitivity (averaging about 1.3%), using D7 film with 0.125mmPb screens front & back. This is well inside any boundaries set by ASME V.
Along comes the third party inspector............
Now they say that unless you use D5 film we are going to reject all 200ish films so far.......................
Their reasoning is as follows. In order to comply with the requirements of EN5817, which does not address the method of detecting defects, we must then consult ISO17635, which contains a correlation between the quality levels and acceptance levels for different NDT methods. This spec then says we must carry out our Radiography in line with EN1435.
Now here as you can imagine the fun started................
We maintain that as our client specifically asked for ASME V, and that we can produce radiographs that meet that spec, our only concern in using EN5817 is whether or not the welds are good or not. If we change our rad system to EN1435 then we are not in compliance with our clients request and scope of work, we also maintain that ASME V DOES give quality levels.
The third parties contention is that in order to use EN5817 we need to use EN1435 as well and that even though we meet the requirements of ASME V, all the films are rejectable because we don't comply with EN1435, and they are not prepared to budge on that.
As I said earlier this is not a nuclear sub we are building, and clear heads will probably prevail eventually ( we could ask the client if it would be more appropriate to use ASME VIII as acceptance criteria, but don't want to concede an inch just yet). Apart from the financial implications, there are very good lessons to be learned from this, but in the meantime if anyone can offer any kind of assistance on who if anyone is right or wrong, or if there is a standard from which we can correlate the two I would greatly appreciate it
Declan
Our client has insisted that the tower be built using the NSSS ( National Structural Steel Specification ) with the following provisions.
Radiographic examinations _*TO*_ be carried out to ASME V Article 2.
Radiographs to be assessed using BS EN ISO5817 level 'C'-2007.
That is our clients instruction to us, two lines with big full stops at the end of each. The wording may not be entirely accurate as I am doing this from home and don't have the file in front of me, I have highlighted the word to, as this is a key point which will become clearer as I go on.
A couple of weeks ago we started doing trial radiographs and found that at a particular Kv, Ma and distance setting we could achieve the proper density ( averaging about 2.5 in parent material ) & sensitivity (averaging about 1.3%), using D7 film with 0.125mmPb screens front & back. This is well inside any boundaries set by ASME V.
Along comes the third party inspector............
Now they say that unless you use D5 film we are going to reject all 200ish films so far.......................
Their reasoning is as follows. In order to comply with the requirements of EN5817, which does not address the method of detecting defects, we must then consult ISO17635, which contains a correlation between the quality levels and acceptance levels for different NDT methods. This spec then says we must carry out our Radiography in line with EN1435.
Now here as you can imagine the fun started................
We maintain that as our client specifically asked for ASME V, and that we can produce radiographs that meet that spec, our only concern in using EN5817 is whether or not the welds are good or not. If we change our rad system to EN1435 then we are not in compliance with our clients request and scope of work, we also maintain that ASME V DOES give quality levels.
The third parties contention is that in order to use EN5817 we need to use EN1435 as well and that even though we meet the requirements of ASME V, all the films are rejectable because we don't comply with EN1435, and they are not prepared to budge on that.
As I said earlier this is not a nuclear sub we are building, and clear heads will probably prevail eventually ( we could ask the client if it would be more appropriate to use ASME VIII as acceptance criteria, but don't want to concede an inch just yet). Apart from the financial implications, there are very good lessons to be learned from this, but in the meantime if anyone can offer any kind of assistance on who if anyone is right or wrong, or if there is a standard from which we can correlate the two I would greatly appreciate it
Declan