Coupling Bands. Coupling bands shall conform to AASHTO M36 and Attachment C, with the following modifications: (1) Coupling bands and their connections shall be of such dimensions as required to meet the “Erosion Special Joint” category criteria of Division II of the AASHTO Standard Specifications for Highway Bridges. Structural steel for band connections shall conform to ASTM A 36/A 36M. (2) The only approved methods of connection and connection details at the ends of the bands shall be:
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Samples: Contract Amendment, Contract Amendment, Contract #39732
