| 1 | Grade 40 | ASTM A615/A615M | 280 MPa | 420 MPa | Moderate ductility; generally selected for conventional, non-seismic concrete work where permitted. | Mill test certificate, chemical analysis, tensile test, bend test, heat/lot traceability. | Low | Light to medium-duty slabs, foundations, residential and general concrete reinforcement. |
| 2 | Grade 60 | ASTM A615/A615M | 420 MPa | 620 MPa | Widely used strength level; ductility is lower than dedicated weldable/seismic grades. | Mill test certificate, yield/tensile results, elongation, bend performance, dimensional inspection. | Low–Medium | General reinforced concrete buildings, bridges, foundations and infrastructure. |
| 3 | Grade 80 | ASTM A615/A615M | 550 MPa | 690 MPa | Higher strength can reduce steel quantity; verify project ductility and detailing requirements. | Grade-specific mill certificate, tensile and bend tests, dimensional and mass-per-metre checks. | Medium–High | High-load columns, heavily reinforced members and designs seeking reduced congestion. |
| 4 | Grade 60 Weldable | ASTM A706/A706M | 420 MPa | 550 MPa | Controlled chemistry and tensile properties; preferred where welding and seismic ductility are important. | Mill certificate with carbon-equivalent data, tensile/yield ratio, elongation, bend and traceability records. | Medium–High | Welded cages, seismic frames, moment-resisting systems and critical infrastructure. |
| 5 | B500B | EN 10080 | 500 MPa | 540 MPa minimum ratio-based requirement | Agt elongation typically at least 5%; suitable for standard reinforced concrete design. | Declaration of performance or equivalent conformity documents, mill certificate, tensile and bend/rebend tests. | Medium | European-type building, civil engineering and infrastructure projects. |
| 6 | B500C | EN 10080 | 500 MPa | 575–675 MPa typical specified range | Agt elongation typically at least 7.5%; enhanced ductility for seismic and cyclic loading. | Conformity certificate, heat traceability, tensile/yield ratio, elongation, bend and rebend results. | Medium–High | Seismic zones, ductile frames, bridges and structures subject to repeated or dynamic loading. |
| 7 | B500B | BS 4449 | 500 MPa | 540 MPa minimum ratio-based requirement | Normal ductility class; suitable when project specifications do not require the highest ductility class. | UK conformity documentation, mill certificate, tensile, elongation, bend/rebend and dimensional tests. | Medium | Projects using British Standards, including buildings and general civil works. |
| 8 | B500C | BS 4449 | 500 MPa | 575–675 MPa typical specified range | Higher ductility class; commonly selected for seismic detailing and demanding cyclic actions. | Product conformity certificate, heat/lot traceability, tensile/yield ratio, elongation and rebend results. | Medium–High | Ductile structural frames, high-risk facilities and projects with cyclic-load requirements. |
| 9 | SD345 | JIS G 3112 | 345 MPa minimum; diameter-dependent upper limit applies | 490 MPa minimum | Conventional Japanese grade with established bend and weldability controls under project requirements. | JIS inspection certificate, tensile and elongation tests, bend test, deformations and mass checks. | Low–Medium | Projects designed to Japanese standards and general reinforced concrete construction. |
| 10 | SD390 | JIS G 3112 | 390 MPa minimum; diameter-dependent upper limit applies | 570 MPa minimum | Higher-strength Japanese grade; confirm ductility, welding and seismic details in the project specification. | JIS inspection certificate, chemical and mechanical test results, bend test, dimensional and traceability records. | Medium | Higher-load members and infrastructure projects using Japanese design and procurement standards. |