kondori
Materials
- Feb 3, 2012
- 2
Dear all,
We have a situation in our project (petrochemical plant construction) where in our caustic service piping (mostly 4-6mm wall thickness and small OD), all the weldments have been post-weld heat-treated, but it has been done acc. to ASME B31.3 (not as per NACE SP-0403 requirements). The PWHT holding temperature has been around 600- 620C, and the holding time is 30 minutes in almost all cases. As you know, NACE SP-0403 asks for a minimum holding time of one hour and a temperature range of 635+_14 C.
At this stage of the work, going back and repeating PWHT ACC. to NACE SP-0403 will be a nightmare. Considering the ASME PWHT has been done, we believe that these weldments still have a chance and should not be rejected without further evaluation, and that's why I am posting this thread.
What is the correct way forward here...?
I presume we have to cut a sample (or samples) of a welded joint (or prepare a PQR test coupon) and send it for corrosion testing. I can go through the available references myself and find something, but I do not pretend to be a corrosion engineer, and I do not want to make mistakes here.
Please note that all the field hardness test results have been satisfactory.
Thank you for your time and assistance.
We have a situation in our project (petrochemical plant construction) where in our caustic service piping (mostly 4-6mm wall thickness and small OD), all the weldments have been post-weld heat-treated, but it has been done acc. to ASME B31.3 (not as per NACE SP-0403 requirements). The PWHT holding temperature has been around 600- 620C, and the holding time is 30 minutes in almost all cases. As you know, NACE SP-0403 asks for a minimum holding time of one hour and a temperature range of 635+_14 C.
At this stage of the work, going back and repeating PWHT ACC. to NACE SP-0403 will be a nightmare. Considering the ASME PWHT has been done, we believe that these weldments still have a chance and should not be rejected without further evaluation, and that's why I am posting this thread.
What is the correct way forward here...?
I presume we have to cut a sample (or samples) of a welded joint (or prepare a PQR test coupon) and send it for corrosion testing. I can go through the available references myself and find something, but I do not pretend to be a corrosion engineer, and I do not want to make mistakes here.
Please note that all the field hardness test results have been satisfactory.
Thank you for your time and assistance.
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