HandbookRebar Field Testing Requirements

Rebar Field Testing Requirements

IS 1786:2008 · IS 1786 — High Strength Deformed Steel Bars and Wires for Concrete Reinforcement
Field testing requirements for TMT reinforcement bars on receipt at site. Covers visual inspection, weight per metre verification, bend tests, tensile tests, and testing frequency as per IS 1786:2008 and IS 1599.
IS 1786
17 items shown
Mandatory Tests on Receipt
Every consignment of rebar must be inspected and tested before acceptance and use
TestMethodAcceptanceFrequency
Visual inspectionManual examinationNo surface flaws, cracks, laminations, or excessive rust; ribs clearly visible and uniformEvery lot/consignment
Dimensional check — diameterVernier caliper at 3 random locations per barWithin tolerance: ±0.5 mm for bars ≤ 16 mm; ±0.6 mm for bars > 16 mm5 bars per lot
Weight per metre checkWeigh 1 m length on calibrated scaleTolerance: ±3% for individual bar; ±2% for average of 5 bars in a lot5 bars per lot (min 1 per diameter)
Identification marksVisual — check rolled markings on barManufacturer's logo, grade (Fe 500 / Fe 500D / Fe 550D), and standard marking (IS 1786) must be legibleEvery bundle
Mill test certificate (MTC) verificationDocument reviewMTC must show heat number, chemical composition, mechanical properties matching IS 1786Every consignment
Bend & Re-bend Test
Per IS 1599:1985 — Method for Bend Test on Metallic Materials
TestMethodAcceptanceFrequency
Bend testIS 1599 — Bend specimen around mandrel of specified diameterNo crack or fracture visible on the outer surface of the bent portion1 per 25 tonnes or part thereof, per diameter
Re-bend testIS 1786 Cl. 10.3 — Bend to 135°, age at 100°C for 30 min, cool, re-bendNo crack or fracture on re-bending; bar must withstand re-bending without breaking1 per 25 tonnes or part thereof
Mandrel diameter for bendAs per IS 1786 Table 6Fe 500: mandrel = 4d; Fe 500D: mandrel = 4d; Fe 550D: mandrel = 5d; Fe 600: mandrel = 5d
Tensile Test Requirements
Per IS 1608 / IS 1786 Cl. 6 — Mechanical properties
TestMethodAcceptanceFrequency
Yield strength (0.2% proof stress)IS 1608 — Tensile testing machineFe 500: ≥ 500 MPa; Fe 500D: ≥ 500 MPa; Fe 550D: ≥ 550 MPa; Fe 600: ≥ 600 MPa1 per 25 tonnes or part thereof
Ultimate tensile strength (UTS)IS 1608 — Pull to failureFe 500: ≥ 545 MPa; Fe 500D: ≥ 565 MPa; Fe 550D: ≥ 600 MPa1 per 25 tonnes or part thereof
UTS/YS ratioCalculated from tensile test resultsFe 500: ≥ 1.08; Fe 500D: ≥ 1.08; Fe 550D: ≥ 1.06; Fe 600: ≥ 1.06Every tensile test
Elongation at fractureIS 1608 — Measured on gauge lengthFe 500: ≥ 12%; Fe 500D: ≥ 16%; Fe 550D: ≥ 14.5%; Fe 600: ≥ 10%Every tensile test
Total elongation at maximum force (Agt)IS 1608 — Uniform elongationFe 500D: ≥ 5%; Fe 550D: ≥ 5%Every tensile test
Frequency of Testing
Sampling and testing frequency as per IS 1786 Cl. 10
TestMethodAcceptanceFrequency
Lot definitionIS 1786 Cl. 10.1One lot = bars of same diameter, same grade, same heat number, from same manufacturerMax 25 tonnes per lot
Number of samples per lotRandom selectionMinimum 1 tensile test + 1 bend test + 1 re-bend test per lot1 per 25 tonnes or part thereof
Re-test provisionIS 1786 Cl. 10.4If 1 test fails, take 2 additional samples from same lot; both must passDouble samples from failed lot
Retaining samplesSite practiceRetain 2 sample pieces (600 mm each) per lot for dispute resolutionEvery accepted lot
Notes
Mill test certificates (MTC) are mandatory but do NOT replace site testing — site tests confirm that delivered material matches MTC claims.
Site bend tests can be done using a simple hand-operated bar bender; tensile tests require a UTM (Universal Testing Machine) and should be done at an approved lab.
For earthquake-resistant design (IS 13920), only Fe 500D or Fe 550D grades are permitted — standard Fe 500 is not allowed in ductile detailing zones.
Rejection criteria: any single test failure (after re-test) is grounds for rejecting the entire lot. Do not use partially rejected lots.
Chemical composition testing (sulphur, phosphorus, carbon equivalent) is typically verified from MTC; site testing is done only in case of dispute.
BIS licence number and IS 1786 marking on the bar confirm it is a certified product — unlicensed bars must not be used.
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