I have a TRW reference, that says that 1971 and earlier blocks, both 361 & 391's, have thicker cylinder walls.
Frank, this is my perspective after reading all the posts up to this point.
Your initial post, in this thread, stated you have a TRW reference indicating thicker cylinder walls in 1971 and older blocks.
Nothing wrong with this post and statment. It is a neat "fun fact" kind of thing.
Really though, this is a general assumption type of statement, not a measurement.
Next you go on to challenge the abilities and validity of those who are literally builders of FE engines, either currently or in the past.
While there is no harm in asking questions when trying to verify certain things, the manner in which you have gone about asking in this thread is more a challenge of validity and worth, rather than a question of mechanical measurements and determination of cylinder wall thickness.
You then continue to hammer the TRW reference information into the ground while seemingly ignoring the actual, hands on, useful, and prudent, information that basically says "don't trust the books, measure what you have to be sure."
Keep in mind, even if the books were spot on correct, it is still good machining practice to measure what you have in order to know what you are working with prior to doing any machine work.
What is it you are trying to help others learn with your statements and direction regarding this TRW reference?
You have an old TRW reference...Good...Neat to have, and a nice general idea, but hardly a direct measurement of the literal FE engine block currently being machined, and evaluated, in order to know what is there to be worked with.
There are MANY things to take into consideration when it comes to anything FE engine.
There are plenty of books and reference materials out there to be had, some of which have been directly found faulty in certain aspects.
There is a plethora of wives tales, it worked for me anecdotes, and poor practices being used to guide those who don't know unfortunately in a wrong...or at least lesser, direction.
When it comes to measuring an FE block cylinder wall thickness in order to help determine a safe overbore capacity, NOTHING any reference book, technical sheet, engineering drawing, or other written words will be better than literally measuring the block as it is, on the bench, directly in front of you, right now in the present.
Currently the most useful method of making this determination is a sonic test.
A sonic test is relatively cheap, relatively easy, relatively quick.
A sonic test is what some of the members are recommending as a better measure than your TRW reference...Because it is better.
This all boils down to two questions I ask of you directly.
1) Why so cemented in your TRW reference as to argue about a sonic test recommendation?
2) What is your reasoning for not performing a sonic test prior to machining the cylinder walls of an FE block during a rebuild?