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  1. The adopted codes govern on this method statement for concrete is the British Standard (BS) but it should be based in order of precedent with the Project Specifications, Contract Agreement, Addendum and Special Provisions, etc. The preferred failure mode of the couplers is a bar-break failure, defined as a failure occurring away from the coupler, at a distance of at least 2 bar diameters. If bar break is not achieved, then the connection shall reach at least 95% of the actual tensile strength of the bar, measured on a control bar from the same batch, and shall have a ductility of at least 5% measured as the elongation at maximum load (Agt). The permanent elongation after loading to 60% yield strength (fy) shall not exceed 0.1mm. Testing of samples shall be in accordance with the Project Specifications following criteria of approved ITP. The sample for testing will be selected randomly from each consignment delivered to site representing different days production of manufacturers work 3. All relevant details of composition, manufacture, strengths and other qualities of the steel. During production, sampling will be done accordingly to BS 4449: a.