Merzi;
Ok. Lets try and work thru and example. For simplistic purposes, lets assume you have welded a 1” thick weld coupon using the SMAW process for the root and fill following a new WPS. You decide to have the coupon impact tested – weld metal, and HAZ (heat affected zone) in addition to the standard bend and tensile testing.
Bends, tensiles and impacts are all ok from the lab. You certify the PQR, and now comes time to use the WPS. To use in production welding of material that must be impact tested per Code requirements, the minimum qualified base metal thickness permitted by this welding procedure is 5/8” per QW-403.6. The reason is because the weld coupon T (1”) was greater than 5/8” and therefore, the minimum qualified base metal thickness for this welding procedure would be the lesser of T or 5/8”. The maximum thickness permitted by this procedure remains at 2” (2T) per QW-451.
Now you need to perform production welding on base material that requires impact testing per Code requirements and the base metal is only ½” in thickness. Under QW-403.6 for the SMAW process, you are outside of the base metal minimum thickness range as a supplementary essential welding variable for this procedure and, as such, you would need to re-qualify a new welding procedure. Alternatively, if you were going to use this same welding procedure for a production weld on base metal that did not require Code impact testing, the minimum base metal thickness would be 3/16”, per essential variable QW-403.8 for the SMAW process. The maximum base metal thickness qualified still remains at 2” for this procedure.