A Proposed Fracture Control Plan for New Bridges With Fracture Critical Members Volume II
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1978-06-01
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Abstract:The following Special Provisions for "fracture-critical -members constitute a modification of the following publications: (1) the American Welding Society (AWS) Structural Welding Code AWS D1.1-Rev. 2-77, (2) the American Association of State Highway and Transportation Officials (AASHTO) Standard Specifications for Welding of Structural Steel Highway Bridges, Second Edition, 1977, (3) the AASHTO Standard Specifications for Highway Bridges, 12th Edition, 1977, (4) the AASHTO Standard Specifications for Transportation Materials and Methods of Sampling and Testing, Part 1, Specifications, 11th Edition, 1974. The modifications as enumerated in the following fracture control plan shall supersede the above documents. With the exception of Section 1 - General Provisions, the paragraph, table and figure numbers used herein correspond to the numbers in AWS D1.1-7;5 as amended. Section 9 - Design of New Bridges of AWS D1.1 has been deleted and those provisions formerly in Section 9 deemed revelant to FCMs have been incorporated in the appropriate sections of this code.
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