Steel Reinforcement
All reinforcement shall conform to BS 4449, BS 4482 or BS 4483 as appropriate. All stainless steel reinforcement shall conform to BS 6744. All reinforcement shall be cut and bent in accordance with BS 8666. The reinforcement shall be obtained from firms holding valid CARES product conformity scheme certificate of approval for the production and supply of the steel reinforcement.When specifying steel reinforcement do not refer to EN 10080 without referencing BS 4449 and the grade, B500A, B500B or B500C, because EN 10080 is an ‘open Standard’ and does not contain any product performance requirements.
Any references to standards refer to the current versions.
The reference to “(or fully equivalent scheme)” is only required for projects subject to public procurement regulations in the UK
Digital construction
All reinforcement manufacturers and suppliers shall use the ‘CARES Cloud’ digital traceability platform.Reinforcement traceability system
All reinforcement delivered to site shall be fully traceable to the cast/heat/batch number, reinforcement supplier and reinforcement manufacturer. The reinforcement product test data and a valid CARES certificate of approval shall be provided for the reinforcement supplier(s) and reinforcement manufacturer(s). Each bundle of reinforcement - straight bar, cut/bent, fabric, reinforcement mat, or pre-assembled welded fabrication - shall be identifiable with a suitable and durable tag or label securely attached to the product.Sustainable construction and responsible sourcing
All reinforcement suppliers shall hold a valid CARES Sustainable Constructional Steel (SCS) Scheme Certificate of Approval for the manufacture and/or fabrication issued by CARES. They shall provide the Rosette Ratings achieved by the manufacturer and the fabricator, where achieved.The reinforcement manufacturer shall additionally provide an independently verified Environmental Product Declaration (EPD) which conforms to EN 15804.
Storage
All reinforcement shall be delivered in properly identified tagged bundles, reinforcement mats or pre-assembled welded fabrications and shall be stored on site in a manner so as not to become contaminated by deleterious materials or otherwise damaged. Fabric shall be stored flat.Handling
Reinforcement shall not be dropped from height, mechanically damaged or shock loaded in any way.Pre-assembled welded fabrications delivered to site
Welding shall be carried out in accordance with BS EN ISO 17660, BS 8548 and CARES Steel for the Reinforcement of Concrete (SRC) scheme Appendix 11 and/or 12, as appropriate (or fully equivalent scheme). All suppliers welding reinforcement shall hold a valid CARES Steel for the Reinforcement of Concrete (SRC) scheme Certificate of Approval to CARES SRC Appendix 11 and/or 12, as appropriate (or fully equivalent scheme).Continuity strips
The continuity strip manufacturers shall hold a valid CARES Technical Approval scheme Certificate of Approval to TA2 Quality and Operations Schedule for the Technical Approval of Reinforcement Continuity Systems or fully equivalent scheme. All continuity strip manufacturers shall hold a valid CARES Technical Approval scheme Certificate of Approval (or fully equivalent scheme). All continuity strip suppliers shall hold a valid CARES ISO 9001 Certificate of Approval.Mechanical Couplers
All mechanical coupler manufacturers shall hold a valid CARES Technical Approval scheme Certificate of Approval to CARES Technical Approval (or fully equivalent scheme). All mechanical coupler suppliers shall hold a valid CARES SRC Appendix 8 scheme Certificate of Approval (or fully equivalent scheme).• TA1-A - Quality and Operations Schedule for the Technical Approval of Couplers for Reinforcing Steel for use in Structures and Structural elements Designed in accordance with the Fatigue Requirements of Structural Eurocodes
• TA1-B - Quality and Operations Schedule for the Technical Approval of Couplers for Reinforcing Steel and Reinforcement Anchors For BS8110 and EN1992-1-1 Applications for Static Loading in Tension or Tension and Compression
• TA1-C - Quality and Operations Schedule for the Technical Approval of Tension Couplers for Reinforcing Steel for Sellafield Standard Applications
• TA1-F - Quality and Operations Schedule for the Technical Approval of Reinforcement Continuity Systems. The suppliers of the mechanical couplers shall hold a valid CARES SRC scheme certificate of approval to Appendix 8 - Mechanical coupling of reinforcing steel.
Punching shear reinforcement systems
All punching shear reinforcement system manufacturers shall hold a valid CARES Technical Approval scheme Certificate of Approval (or fully equivalent scheme). Only required for projects subject to public procurement regulations in the UK). All punching shear reinforcement system reinforcement suppliers shall hold a valid CARES ISO 9001 Certificate of Approval. The punching shear reinforcement system manufacturers shall hold a valid CARES Technical Approval scheme Certificate of Approval to TA7 Quality and Operations Schedule for the Technical Approval of Stud Shear Reinforcing Systems for Flat Slabs.High tensile steel wires and strands
High tensile steel wires and strands shall comply with BS 5896 and shall be obtained from an organisation holding a valid CARES Supply and Installation of Post Tensioning Systems for Concrete Structures Scheme certificate of approval for the production of prestressing steel wires and strands to CARES Appendix PT8 (or fully equivalent scheme).Cold Worked High Tensile Alloy Bar
Cold worked high tensile alloy steel bars for prestressed concrete shall comply with BS 4486 and shall be obtained from an organisation holding a valid CARES Supply and Installation of Post Tensioning Systems for Concrete Structures Scheme certificate of approval for the production of prestressing steel bars to CARES Appendix PT7 (or fully equivalent scheme).CARES Approved Post Tensioning System suppliers and installers shall only use Post Tensioned kits holding valid European or UK Technical Approvals, or Post Tensioned kits approved to CARES Supply and Installation of Post Tensioning Systems for Concrete Structures Scheme Appendix PT3.
CARES Approved Post Tensioning System suppliers and installers shall only use pre-bagged grout material to CARES
CARES Model Specification for Bonded and Unbonded Post- tensioned Concrete Floors (UK)
There are several documents that deal with various aspects of post-tensioning of flat slabs, however none comprehensively deals with the technical aspects of post-tensioning in building construction. Consequently, CARES has produced a model specification as a guide to specification writers. This is freely available in PDF format from: Model specification for bonded and unbonded Posttensioned Concrete Floors.Once used, and sited within the development’s concrete reinforcement, this steel cannot be removed even if there is a product failure or a manufacturing deficiency. There is no ‘product recall’ when things go wrong with steel in the structure of a prized project. Its performance must be assured from the outset. Without confidence, built on trust in the steel embedded in the structure, the project is fundamentally flawed. CARES delivers that trust through its cherished independence, proven track record, industry knowledge and auditing approach.
A critical factor in clients’ requesting CARES services is the growing appreciation of the aggregated knowledge shared among CARES team of expert international auditors. Hands-on inspection at the point of manufacture and processing is the recognised ‘gold standard’ in product assurance, in turn lifting client confidence to the point where there is instinctive trust in CARES certification results.
Following a significant investment in research and development CARES has launched its own digital route to reinforcing steel certainty: the CARES Cloud. It represents a game changing moment.
This product draws together not only confidence in CARES’ assurance processes, but invaluable simplicity in a world of increasingly complex supply chains.
With the CARES Cloud an accurate Global Warming Potential (GWP) value for each tonne of reinforcing steel delivered to a particular project is instantly available; information relating to the manufacturing facilities; the product’s composition and even details relating to the manufacturer’s employment practices, will in future, be overlaid to create a full picture of the product’s sustainability characteristics.
As the level of detail demanded by procurement bodies increases, then the scope for enhanced data – bringing further transparency – creates a virtuous circle, futureproofing information across the project’s lifetime. This offers invaluable understanding for safety critical materials such as rebar, where performance knowledge will surely change and develop over time.