| Application | State whether the bar is for prestressing, anchoring, rock bolting, tie rods, structural connections, or another use. | Prestressed concrete applications may require compliance with ASTM A722 or an applicable national prestressing-steel standard. | Review the project drawings, design calculations, and governing construction specification. | The application determines the required strength, ductility, corrosion protection, and inspection level. |
| Nominal Diameter | Specify the nominal outside diameter or bar diameter required by the design. | Common metric thread designations include M20, M24, M30, M36, M42, and M48. The nominal diameter is the number after “M,” expressed in millimetres. | Check the product drawing and measure samples with a calibrated micrometer or vernier caliper. | Diameter affects tensile capacity, nut compatibility, bearing area, and installation clearance. |
| Thread Profile | Define thread form, thread pitch, thread direction, and whether the thread is continuous or end-threaded. | For ISO metric coarse threads, M20 uses a 2.5 mm pitch, M24 uses 3.0 mm, M30 uses 3.5 mm, M36 uses 4.0 mm, M42 uses 4.5 mm, and M48 uses 5.0 mm. | Confirm the thread designation on the drawing and inspect pitch with a thread gauge or optical measuring equipment. | A mismatched pitch or profile can prevent nut engagement and may create unsafe load transfer. |
| Bar Length | Specify the required finished length, allowable length tolerance, and whether cut ends must be chamfered. | State the length in millimetres or metres, for example 3,000 mm finished length, rather than relying on a general “standard length.” | Measure finished bars from end to end using a calibrated steel rule or length-measuring system. | Correct length is necessary for embedment, splice positioning, nut engagement, and installation planning. |
| Steel Grade and Strength | Define the material standard, minimum yield strength, minimum tensile strength, and required elongation. | ASTM A722 includes high-strength prestressing steel bars with Grade 150 and Grade 120 strength classifications. Grade 150 corresponds to a minimum tensile strength of 150 ksi, approximately 1,035 MPa. | Require heat-number traceability and review certified tensile-test results from an accredited laboratory. | Strength values must match the structural design and should not be inferred from diameter or appearance. |
| Chemical Composition | Specify maximum limits for carbon, manganese, silicon, sulfur, phosphorus, and any alloying elements required by the standard. | The applicable material standard and project specification should control the chemical limits; no universal composition applies to every threaded steel bar. | Request a mill test certificate and, when required, verify composition through positive material identification or laboratory analysis. | Chemistry influences weldability, hardenability, strength, toughness, and resistance to brittle failure. |
| Thread Fit and Nut Compatibility | Define the thread tolerance class, matching nut specification, washer dimensions, and minimum nut engagement. | An M24 Ă— 3.0 bar must be paired with a compatible M24 Ă— 3.0 nut; the nominal diameter alone is not sufficient to confirm compatibility. | Perform a full-length nut-run test or use calibrated thread gauges before shipment. | Proper fit reduces installation problems, thread stripping, eccentric loading, and rejected batches. |
| Surface Condition | State whether the bar should be plain, black oxide, galvanized, epoxy-coated, or supplied with another protection system. | Hot-dip galvanizing is commonly specified using ISO 1461 or an equivalent applicable standard; coating requirements must include the threaded areas and nuts when relevant. | Inspect for rust, laps, cracks, damaged threads, and coating continuity; measure coating thickness when specified. | Surface treatment affects service life, thread fit, friction, and performance in corrosive environments. |
| Straightness and Appearance | Define permissible bow, surface defects, end damage, and thread deformation. | Acceptance limits should be taken from the purchase specification or approved product drawing because tolerances vary by product and application. | Use visual inspection, a straightedge, and dimensional checks over the full bar length. | Straight bars support easier alignment and more uniform load transfer during assembly. |
| Inspection Documents | List the required certificates, test reports, inspection plan, and traceability information. | Typical documents include a certificate of conformity, mill test certificate, tensile-test report, dimensional inspection report, and coating report where applicable. | Check that heat numbers, batch numbers, test results, and shipping labels are consistent. | Complete documentation helps demonstrate compliance and supports quality investigations. |
| Packaging and Delivery | Define bundle quantity, protective caps, lifting points, marking, delivery sequence, and required arrival date. | Thread protectors should be specified where threads may be damaged during transport or handling; bundle markings should identify size, grade, length, and heat or batch number. | Inspect packaging and labels at receipt and record any transit damage before unloading. | Good logistics control protects threads and reduces sorting, downtime, and installation delays. |