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yield strengths shall meet the requirements of ASTM A1064, Section7. – Weld Shear Strengths between longitudinal and transverse wires shall be tested in accordance with ASTM A1064 Section 9. • The minimum average shear ( in units of pounds-force, lbf ) determined by testing shall not be less then 35,000 times the nominal area of the ASTM A615/A615M : Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement Standard specifications for low-alloy steel ASTM A706 limit chemical composition and CE to enhance weldability. However, it is permissible to weld other base metals, such as ASTM A615, which is commonly used in reinforced concrete, as long as the appropriate weld procedure specification (WPS) is followed and correct filler weld metal is used. Designation: A615/A615M – 09b American Association State Highway and Transportation Officials Standard AASHTO No.: M 31 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement1 This standard is issued under the fixed designationA615/A615M; the number immediately following the designation indicates the year Defined by ASTM A967 as the chemical treatment of a stainless steel with a mild oxidant, such as a nitric acid solution, for the purpose of the removal of free iron, rust staining, or other foreign matter and the formation of a passive film Pickling – A chemical treatment defined within ASTM A380 Most commonly it is a nitric-hydro-
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