Thank you to all responding to my question. I've been asked this question a lot as of late pertaining to "position tested". My old school thought was, if I'm going to take a weld test, why take one with self imposed limits ? AWS D1.1 Code visual acceptance criteria generally, doesn't change according to thickness or position so, why take a limited position or limited thickness test only to perhaps be called upon to weld out of position on say a 2" thick machine base for example. I recognize there is a need for WPS's for specific applications in shops that weld specialized parts or ancillary equipment that can or must be welded in say, the flat position only. so, I get that. I feel what I'm running into lately is a couple of schools and a couple of shops that don't feel their welders can pass an out of position test, that seems to be what they are telling me in my first discussions with them without them being perfectly candid. I feel like it is a matter of lack of proper training by at least a couple of these institutions. Again, thank all of you so much for making my first post in this forum a pleasant one. I hope it stays this way. I've read other forums (not this one) that attack people's integrity and questions simply because they feel the "poster" should already know the answer to his question. When I taught students at a Technical Center in past years one of the first things I said to them on the first day is this - I am not the best instructor you will ever encounter, because he or she does not exist ! If someone tells you that, run, get your money back ! They asked me why I would say that about myself. I replied, because it's true. A person would have to be a thousand years old to even begin to know all there is to know about the art of welding. Sorry about the long thank you, I'm just a guy that loves this art.