Weld inspection questions

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Morning all, not sure if this is the right location for this thread but I've got a few questions for weld inspectors. Thank you.   Sent from my iPhone using Tapatalk
Reply:I think theres some around here, but there not mind readers.   so start talkin
Reply:Doesn't matter what he's going to ask.   I can already tell it's going to be his fault.
Reply:Originally Posted by HT2-4956Doesn't matter what he's going to ask.   I can already tell it's going to be his fault.
Reply:Originally Posted by MinnesotaDaveIs it always the welders fault?
Reply:Originally Posted by HT2-4956Well yes it is.  Unless of course it's me that happens to be the welder.
Reply:Originally Posted by MinnesotaDaveAh, then it's the engineer  lolI'm in trouble though, I'm the engineer, the welder and the inspector....only thing I could blame would be me or the welding machine - and the machine works perfectly.
Reply:Originally Posted by HT2-4956In situations like that you just have to get creative....planetary alignment, local magnetic and gravitational anomalies, evil spirits, etc. etc. etc.
Reply:Porosity???  Hell man, those are pre-placed stop crack holes I put there on purpose.
Reply:Definitely not my fault lolMy questions pertain to the CWI exam and about NDT. I'd like to finally take the exam this summer but I'm wondering if I shouldn't get more NDT done before hand? If I land s job as an inspector and the job requires RT and I'm not qualified then all I'd do is paperwork correct? Sent from my iPhone using Tapatalk
Reply:Originally Posted by Rooster440Definitely not my fault lolMy questions pertain to the CWI exam and about NDT. I'd like to finally take the exam this summer but I'm wondering if I shouldn't get more NDT done before hand? If I land s job as an inspector and the job requires RT and I'm not qualified then all I'd do is paperwork correct? Rooster,Sent from my iPhone using Tapatalk
Reply:Originally Posted by Rooster440Definitely not my fault lolMy questions pertain to the CWI exam and about NDT. I'd like to finally take the exam this summer but I'm wondering if I shouldn't get more NDT done before hand? If I land s job as an inspector and the job requires RT and I'm not qualified then all I'd do is paperwork correct? Sent from my iPhone using Tapatalk
Reply:Originally Posted by HT2-4956There's still all the visual inspection that needs to be done.   And if you already have your CWI more companies would probably be willing to give you the training to get your level I, II or III's in the various NDT processes like RT, UT, MT, PT.   The guys qualified to do those are also doing their fair share of paperwork.   Being a CWI usually involves doing a lot of documentation no matter which of the additional (beyond VT) NDT processes you're using.My advice is, if you think you're ready to take the CWI exam go ahead and take it.   Having that should make it easier for you to get the more advanced RT training.   Another trend I've been seeing the last few years is that phased array UT is starting to get used a lot in place of RT.   So if you were going to spend your own money to get some advanced NDT training I'd think UT would make you more valuable in the job market.
Reply:Originally Posted by smithdoorWhat type of work are you looking at MFG or BuildingsLater today I will post photo of my gage my father and my self used for inspecting weldsDave
Reply:Originally Posted by Rooster440I start an RT class next month and then a UT class following. Sent from my iPhone using Tapatalk
Reply:Originally Posted by HT2-4956Rooster,That sounds like a dam good plan to me.   What you learn in them should definitely help you pass the CWI exam.  And since you mentioned wanting to start out in structural.....I've hardly seen any RT get used in structural inspection.  UT is the major inspection method for the more critical structural stuff.   Also lots of MT.   The RT training will help you out more when you get into code pipe work.Which code did you pick for the open book part of the test.   I highly recommend you go with the D1.1.  Especially if you want to work structural.   Using the API 1104 for your CWI exam isn't always thought of that well.  It's kind of considered to be the easy way when it comes to CWI bragging rights.    My experience is that any one who can deal with the D1.1 never has much problem switching over to work to API 1104.   On the other hand if all you're familiar with is the 1104 it can be kind of  a steep learning curve to get a handle on the D1.1.
Reply:Here is simple toolFor checking weldsIt check for both too little and to most weldDaveFound on the internetStill made after 50 yearshttps://www.galgage.com/measuring_gauges.htmlLast edited by smithdoor; 04-28-2018 at 09:18 PM.HF 170 welderHF 4x6 band sawSouth Bend 9NMillB&D mag drillVictor torch
Reply:Doe to the tidal forces of lake Erie and the 9 months of winter ( like hay fever season but colder) welding is no longer permitted in Ohio-stan.
Reply:Originally Posted by Rooster440I'll de doing D1.1 for the exam mainly because it seems more "flexible" with getting jobs. I can always do a 1104 endorsement later. I'm doing the RT class because that's the only one available in my area, without heading out of state for school it's the best option right now. The school offers more NDT but only one class a semester. Sent from my iPhone using Tapatalk
Reply:Originally Posted by BonzooDoe to the tidal forces of lake Erie and the 9 months of winter ( like hay fever season but colder) welding is no longer permitted in Ohio-stan.
Reply:Originally Posted by HT2-4956Rooster,  Never heard of getting any "endorsements" to your CWI for working to different codes.   Maybe that's a new thing?   I tested to the D1.1 and have inspected work to other codes over the years with out any.  It's just a matter of getting the other codes and becoming familiar with them.   I've always done that by "self study" and not any kind of official class.   The open book part of the CWI exam is more for the purpose of proving that you know how to read, comprehend and use a code book than it is about the actual contents of any one particular code book.   Do you have a hard copy of the current D1.1 yet?  Because if you don't I highly recommend you get one ASAP and start personalizing it.  Get paperclips in strategic locations and use a highlighter to mark it up.  The test is a timed event so you have to be able to find things as quickly as possible.   The "index" at the end of the book will also be your friend.   And just because you think you've found the right paragraph that answers the immediate question if there's any notes referencing any other paragraphs in other sections you need to be sure and go read them to make sure there's not some special circumstances that would pertain.   Just curious but do you already have some experience in the welding industry or are you just getting started out?
Reply:Originally Posted by Rooster440I've been welding for about 16 years, structural, some piping and DoD work. I have a code book, WIT and work book and certification of inspectors vol 4. Sent from my iPhone using Tapatalk
Reply:As far as NDI goes for taking the CWI test, the questions will only be related to whether you know about the process. It is not necessary to be certified in NDI. Secondly the welding standard you choose to use in the test is your choice. If you pass the test you are a CWI certified to inspect welds related to any code. It has nothing to do with the standard you used in the test.ChrisAuction Addict
Reply:Originally Posted by milomiloAs far as NDI goes for taking the CWI test, the questions will only be related to whether you know about the process. It is not necessary to be certified in NDI. Secondly the welding standard you choose to use in the test is your choice. If you pass the test you are a CWI certified to inspect welds related to any code. It has nothing to do with the standard you used in the test.