This document was posted by , which is not affiliated with nor authorized by the United States government, the State. , Inc., a California Nonprofit Organization. Not Affiliated Or Authorized by ASTM or by the United States Government Document Name: ASTM A ASTM has been replaced by ASTM A If the spec calls for ASTM A Gr B, there is no Gr B in A Would using grade 60 be ok?.

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Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors. Many of the laws in this collection were re-keyed into HTML and diagrams redrawn for increased usability and accessibility.

Number of Tests This document was posted by Public. Please note that the process of scanning, OCR, and rekeying might asrm errors. Note 3—A lot is defined as all the bars of one bar number and pattern of deformation contained in an individual shipping release or shipping order.

To correlate this to our industry, the industry produces a product and contractors buy the product. Advanced embedding details, examples, and help!


ASTM A vs ASTM A – Structural engineering other technical topics – Eng-Tips

I have attached the pdf file. Also, be sure the radius of bend is within the limits for the material. In particular, the nature of rail steel changed as steelmaking changed and as the demands on satm rail changed. In addition, standards bodies will frequently issue errata or reissue standards over time and governmental bodies may change which standards they incorporate to law. This happens because they have the funding and need a66 “control” their industry. A was withdrawn in Criminal penalties may apply for noncompliance.

For bending properties test provisions of the nearest smaller asfm diameter deformed bar size shall apply. Heavier wheel loads, attempts at increased durability, and advances in metallurgy demanded a change in related ASTM specifications. You are urged to check with the standards organizations or governmental authorities for further information and access to definitive versions of these important laws.

Full text of “ASTM A Rail-Steel Deformed and Plain Bars for Concrete Reinforcement”

Uploaded by Public Resource on July 1, Tighter bends may damage the bar and could present a hazard to the persons doing the bending. The Eng-Tips staff will check this out and take appropriate action.


Cross- Sectional Area, in. By joining you are opting in to receive e-mail. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM Headquarters. This Document Posted By Public.

Be the first one to write a review. Without good coordination, there can be a disconnect between supply and demand. W616 American Society for Testing and Materials takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. In no case shall overweight of any bar be the cause for rejection. Material and Manufacture 4. Originally published as A Red Flag This Post Please let us know here why this post is inappropriate.

ASTM A616: Rail-Steel Deformed and Plain Bars for Concrete Reinforcement

The rebar spec most likely changed when the kinds of retired rail steel and the processing methods changed. Measurements of Deformations 6. Download Now White Paper: