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Plan · QC-STL-PLN-001
Steel Work Inspection & Test Plan (ITP)
24 checkpoints across 20 sections.
24 Checkpoints
20 Sections
As needed
Site Engineer

Checklist Preview

S.No.CheckpointIS RequirementStatus
1. STEEL MATERIAL RECEIPT & VERIFICATION
1.1Structural Steel Receipt Inspection (IS 2062:2011)
Acceptance: Grade & section marking correct. MTC present & legible. Dimensions within ±3 mm. No visible cracks, severe deformation, or surface defects >shallow rust.
2. MATERIAL TEST CERTIFICATE (MTC) VERIFICATION
2.1MTC Review — Chemical & Mechanical Properties (IS 2062:2011)
Acceptance: MTC shows all properties within IS 2062 range for specified grade. Lot number matches delivery. Certificate signed by mill/authorized testing lab.
3. INDEPENDENT MATERIAL TESTING (TENSILE & BEND)
3.1Third-Party Tensile Test (IS 1599:2013 & IS 2062:2011)
Acceptance: Yield strength ≥ MTC & IS 2062 lower limit. Ultimate tensile strength ≥ IS 2062 lower limit. % Elongation ≥23% (E250) or ≥18% (E350). If any value below limit, investigate lot (further testing, possible rejection).
Showing 3 of 24 checkpoints ·
1. STEEL MATERIAL RECEIPT & VERIFICATION
1.1Structural Steel Receipt Inspection (IS 2062:2011)
()
Grade & section marking correct. MTC present & legible. Dimensions within ±3 mm. No visible cracks, severe deformation, or surface defects >shallow rust.
2. MATERIAL TEST CERTIFICATE (MTC) VERIFICATION
2.1MTC Review — Chemical & Mechanical Properties (IS 2062:2011)
()
MTC shows all properties within IS 2062 range for specified grade. Lot number matches delivery. Certificate signed by mill/authorized testing lab.
3. INDEPENDENT MATERIAL TESTING (TENSILE & BEND)
3.1Third-Party Tensile Test (IS 1599:2013 & IS 2062:2011)
()
Yield strength ≥ MTC & IS 2062 lower limit. Ultimate tensile strength ≥ IS 2062 lower limit. % Elongation ≥23% (E250) or ≥18% (E350). If any value below limit, investigate lot (further testing, possible rejection).
Showing 3 of 24 ·
Inspection Sign-Off
ITP Approved for Implementation
Approved with Modifications
Rejected — Revise & Resubmit
Prepared By (QC Lead / ITP Author) Name & Sign
Name / Sign / Date
Reviewed By (Contractor / Project Manager) Name & Sign
Name / Sign / Date
Approved By (Structural Engineer) Name & Sign
Name / Sign / Date
QC Lead Sign-Off (Site Authority) Name & Sign
Name / Sign / Date