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rebar / all-thread vs.deformed ?? 2

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boffintech

Civil/Environmental
Jul 29, 2005
469
I'm looking at a stack of rebar and the tag reads A615 grade-75 all-thread rebar. But in reading the definition of "deformations" in A615 I can't tell if these threads meet the given criteria. I think these are the bars usually used in tension piles. We're building a compression member. At any rate, are there any issues with substituting all-tread rebar for the normal A615 grade-60 deformed rebar?
 
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I think you have to take some measurements of your thread bar, based on Table 1 of the specification.

Does the root diameter & perimeter meet or exceed the requirements?

If we consider a thread as a deformation, you would meet the maximum average spacing for deformations. However, does the thread height meet the minimum average height?

My gut feeling is that the thread bar should work.
 
I don't believe that a threaded bar will provide equivalent bond to a deformed bar, but it would certainly be better than a smooth bar.

BA
 
Are you the inspector for this? If so, this would be something worth passing onto the EOR for review and/or approval.
 
I would ask for justification for the substitution.
Ask for documentation showing that the bar is equivalent.

It's not your job to show/determine that it's equivalent.
 
Reading through a couple of manufacturer's literature, it states that their GR75 all thread bar conforms to ASTM A615. That was Williams and Dywidag.
 
Yes, am the inspector.

It appears that the justification for the substitution is convenience.

Also, it appears to be a Williams bar.
 
If the threaded bar conforms to ASTM A615 the threads meet the requirements for deformations. (This would not be the case for typical "all-thread", which has cut, machine threads, rather than large forged/rolled threads.) The forged/rolled threadbar from any reputable mill will meet the requirements for deformations.

Typically, the deformation pattern varies by mill and size, and may vary from line to line in a single mill. Spiral threadbar is just another deformation pattern.

John Turner CSP PE
CRSI Greater Southwestern Regional Manager
 
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