quadswift
Petroleum
- Nov 7, 2002
- 39
We have bought our piping to ASTM and are installing, on a remote desert, site (which is where I am now) to B31.3.
The planning is not too great and there is much pipe handling going.
There was spool pre-fabrication off site in-country and there are numerous welding habitats dotted about the site.
Consequently we are getting some handling damage in the form of flats spots, particularly on the larger diameters and (relatively) thin wall. Most are relatively benign and are not to sharp or stress raising.
We are looking for information on acceptance criteria. B31.3 and ASTM appear silent on the subject.
We have criteria for the pipelines but that is probably based on the requirements for pigging.
We just need to establish a practical agreed criteria.
Can anyone help?
Regards,
Quadswift
The planning is not too great and there is much pipe handling going.
There was spool pre-fabrication off site in-country and there are numerous welding habitats dotted about the site.
Consequently we are getting some handling damage in the form of flats spots, particularly on the larger diameters and (relatively) thin wall. Most are relatively benign and are not to sharp or stress raising.
We are looking for information on acceptance criteria. B31.3 and ASTM appear silent on the subject.
We have criteria for the pipelines but that is probably based on the requirements for pigging.
We just need to establish a practical agreed criteria.
Can anyone help?
Regards,
Quadswift