QA/QC  › Steel & Reinforcement  › Tensile / Bend
Test-report · QC-STL-TST-001
Tensile / Bend / Re-bend Test Report
27 checkpoints across 6 sections. Every lot of reinforcement steel bars (TMT) or structural steel received must be tested. Minimum frequency: 1 test per 40 MT or per heat number, whichever is greater.
27 Checkpoints
6 Sections
Per lot / Per heat number (every 40 MT minimum)
QC Engineer, Testing Lab Technician

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. Sample Details
A1Sample Identification & Properties
Acceptance: Sample ID clearly marked, diameter measured to 0.05 mm, gauge length = 5.65√So (where So = original cross-sectional area)
IS 1608:2005 Section 3
OK
NC
NA
A2Test Machine Calibration
Acceptance: Machine accuracy Class 1 per IS 1608, calibration valid within 12 months, calibration certificate available
IS 1608:2005 Section 4
OK
NC
NA
A3Sample Cross-Section Area Calculation
Acceptance: CSA (mm²) = π × d² / 4, diameter measured at 3 points, average used
IS 1608:2005 Section 3.2
OK
NC
NA
B. Tensile Test Results (IS 1608:2005)
B1Yield Stress / 0.2% Proof Stress
Acceptance: Fe 500: YS ≥ 500 MPa; Fe 500D: YS ≥ 500 MPa; E250: YS ≥ 250 MPa
IS 1608:2005 Section 5.1; IS 1786:2008 Table 1
PASS
FAIL
NA
B2Ultimate Tensile Stress (UTS)
Acceptance: Fe 500: UTS ≥ 545 MPa; Fe 500D: UTS ≥ 565 MPa; E250: UTS ≥ 410 MPa
IS 1608:2005 Section 5.2; IS 1786:2008 Table 1
PASS
FAIL
NA
B3Total Elongation at Fracture
Acceptance: Fe 500: ≥ 12%; Fe 500D: ≥ 16%; E250: ≥ 23%
IS 1786:2008 Table 1
PASS
FAIL
NA
B4UTS to YS Ratio
Acceptance: Fe 500: ≥ 1.05; Fe 500D: ≥ 1.08
IS 1786:2008 Table 1
PASS
FAIL
NA
B5Tensile Test Verdict
Acceptance: All parameters within specification limits
All items B1-B4
PASS
FAIL
NA
C. Bend Test (IS 1599:1985)
C1Bend Test Specimen Preparation
Acceptance: Specimen length ≥ 8 × mandrel diameter, no stress concentrations, smooth transition
IS 1599:1985 Section 3
OK
NC
NA
C2Mandrel Diameter Selection
Acceptance: For Fe 500D ≤ 20 mm: 3d mandrel (d = bar diameter); For > 20 mm: 4d mandrel
IS 1786:2008 Table 4; IS 1599:1985 Section 4
OK
NC
NA
C3Bend Angle Achieved
Acceptance: Bend angle = 180° ± 5°
IS 1599:1985 Section 4
OK
NC
NA
C4Outer Radius Crack Check
Acceptance: No crack visible on outer radius at 180° bend. Accept if no crack ≥ 3 mm
IS 1599:1985 Section 6; IS 1786:2008 Table 4
PASS
FAIL
NA
C5Bend Test Verdict
Acceptance: Specimen bent to 180° with no cracks on outer radius
All items C1-C4
PASS
FAIL
NA
Showing 13 of 27 checkpoints ·
A. Sample Details
A1Sample Identification & Properties
IS 1608:2005 Section 3 (Sampling and specimen preparation)
Sample ID clearly marked, diameter measured to 0.05 mm, gauge length = 5.65√So (where So = original cross-sectional area)
OKNCNA
A2Test Machine Calibration
IS 1608:2005 Section 4 (Testing machine calibration and accuracy)
Machine accuracy Class 1 per IS 1608, calibration valid within 12 months, calibration certificate available
OKNCNA
A3Sample Cross-Section Area Calculation
IS 1608:2005 Section 3.2 (CSA determination)
CSA (mm²) = π × d² / 4, diameter measured at 3 points, average used
OKNCNA
B. Tensile Test Results (IS 1608:2005)
B1Yield Stress / 0.2% Proof Stress
IS 1608:2005 Section 5.1; IS 1786:2008 Table 1 (Yield strength measurement)
Fe 500: YS ≥ 500 MPa; Fe 500D: YS ≥ 500 MPa; E250: YS ≥ 250 MPa
PASSFAILNA
B2Ultimate Tensile Stress (UTS)
IS 1608:2005 Section 5.2; IS 1786:2008 Table 1 (Tensile strength measurement)
Fe 500: UTS ≥ 545 MPa; Fe 500D: UTS ≥ 565 MPa; E250: UTS ≥ 410 MPa
PASSFAILNA
B3Total Elongation at Fracture
IS 1786:2008 Table 1 (Elongation measurement)
Fe 500: ≥ 12%; Fe 500D: ≥ 16%; E250: ≥ 23%
PASSFAILNA
B4UTS to YS Ratio
IS 1786:2008 Table 1 (Work hardening parameter)
Fe 500: ≥ 1.05; Fe 500D: ≥ 1.08
PASSFAILNA
B5Tensile Test Verdict
All items B1-B4 (Overall acceptance)
All parameters within specification limits
PASSFAILNA
C. Bend Test (IS 1599:1985)
C1Bend Test Specimen Preparation
IS 1599:1985 Section 3 (Test specimen requirements)
Specimen length ≥ 8 × mandrel diameter, no stress concentrations, smooth transition
OKNCNA
C2Mandrel Diameter Selection
IS 1786:2008 Table 4; IS 1599:1985 Section 4 (Bend test mandrel specification)
For Fe 500D ≤ 20 mm: 3d mandrel (d = bar diameter); For > 20 mm: 4d mandrel
OKNCNA
C3Bend Angle Achieved
IS 1599:1985 Section 4 (Bend angle specification)
Bend angle = 180° ± 5°
OKNCNA
C4Outer Radius Crack Check
IS 1599:1985 Section 6; IS 1786:2008 Table 4 (Bend test acceptance criterion)
No crack visible on outer radius at 180° bend. Accept if no crack ≥ 3 mm
PASSFAILNA
C5Bend Test Verdict
All items C1-C4 (Overall acceptance)
Specimen bent to 180° with no cracks on outer radius
PASSFAILNA
Showing 13 of 27 ·
Inspection Sign-Off
PASS: Material conforms to IS specifications
FAIL: Material non-conforming, NCR issued
CONDITIONAL: Subject to concession approval
Tested By
Name / Sign / Date
Reviewed By (QC Engineer)
Name / Sign / Date
Final Verdict
Name / Sign / Date