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Test-report · QC-STL-TST-003
Weld Test Report (Visual + NDT)
40 checkpoints across 6 sections. Every structural weld (shop fabrication and field assembly) must be inspected and tested. Inspection includes visual (100%), dimensional (100%), and NDT (percentage per project spec, typically 10-100% depending on criticality and code requirements).
40 Checkpoints
6 Sections
Per weld joint (100% inspection; 100% visual, 100% dimensional, partial or full NDT per spec)
Welding Inspector, QC Engineer

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. Joint Details & Welding Information
A1Joint Identification & Location
Acceptance: Joint ID matches drawing, location on structure documented, drawing reference cited, coordinates recorded if applicable
IS 822:1970 Section 3
OK
NC
NA
A2Joint Type Verification
Acceptance: Joint type (Butt/Fillet/T-joint/Corner) matches drawing and WPS; Both parent metal surfaces identified
IS 822:1970, IS 816:1969
OK
NC
NA
A3Weld Process Compliance
Acceptance: Process (SMAW/GMAW/SAW/FCAW) matches WPS, correct electrode classification per IS 814, electrode diameter matches WPS
IS 822:1970 Section 3; IS 816:1969
OK
NC
NA
A4Welder Qualification
Acceptance: Welder ID documented, qualification certificate current and valid per IS 822 (typically 2-3 years), process/position qualified for joint type
IS 822:1970 Section 4
OK
NC
NA
A5Parent Metal Specifications
Acceptance: Parent metal grade (Fe 500D/E250/E350) documented, thickness measured and recorded, condition (as-received/stress-relieved) noted
IS 816:1969, IS 822:1970
OK
NC
NA
A6Filler Metal Specification
Acceptance: Electrode type and classification per IS 814 (e.g., ER70S-2 for GMAW), size matches WPS, batch/lot number recorded
IS 814:2016 (or applicable version)
OK
NC
NA
A7WPS Reference & Validity
Acceptance: WPS Reference cited, WPS valid for joint configuration/materials/thickness, preheat/PWHT requirements from WPS followed
IS 822:1970 Section 5; IS 816:1969
OK
NC
NA
B. Visual Inspection (IS 822:1970)
B1Weld Profile (Face)
Acceptance: Profile acceptable: flat (±1.5 mm) or slight convexity or slight concavity; no wavy/irregular surface; transition smooth to parent metal
IS 822:1970 Section 6
ACCEPT
REJECT
NA
B2Weld Face Width (Butt Joints)
Acceptance: Width measured at 3+ locations, variation ≤ 5 mm per IS 816 Table 9, no excessive build-up (reinforcement ≤ 3 mm above parent surface)
IS 816:1969 Table 9
ACCEPT
REJECT
NA
B3Reinforcement Height (Butt Joints)
Acceptance: Maximum reinforcement: 3 mm above parent metal surface; measured at 3+ locations
IS 816:1969 Section 6.2
ACCEPT
REJECT
NA
B4Throat Thickness (Fillet Joints)
Acceptance: Throat ≥ 0.7 × specified leg length (or 3 mm minimum); verified by visual profile or templates; adequate for static load
IS 816:1969 Section 6.3
ACCEPT
REJECT
NA
B5Leg Length (Fillet Joints)
Acceptance: Equal leg length (for equal fillet): ≥ specified dimension (e.g., 8 mm), measured perpendicular to weld face, uniform along length
IS 816:1969 Section 6.3
ACCEPT
REJECT
NA
B6Undercut Inspection
Acceptance: No undercut ≥ 0.5 mm depth or ≥ 50 mm cumulative length per side of butt; For fillet: none visible on toe
IS 816:1969 Table 9; IS 822:1970
ACCEPT
REJECT
NA
B7Porosity & Blowholes
Acceptance: No visible porosity clusters; isolated pores ≤ 1 mm diameter and ≤ 3 pores per 100 mm² acceptable; no steam holes or cracks at pores
IS 822:1970 Section 6
ACCEPT
REJECT
NA
B8Cracks & Cold Cracking
Acceptance: NO cracks permitted — not in weld, HAZ, or parent metal; any visible crack = REJECT
IS 822:1970 Section 6
ACCEPT
REJECT
NA
B9Overlap (For Fillet Welds)
Acceptance: NO overlap permitted; lap of parent metal over weld face is a defect = REJECT
IS 816:1969 Section 6.3
ACCEPT
REJECT
NA
B10Incomplete Fusion (Lack of Fusion)
Acceptance: No visible lack of fusion at weld toe or sidewalls; weld fully bonded to parent; any visible gap = REJECT
IS 822:1970 Section 6
ACCEPT
REJECT
NA
B11Crater Fill & End Quality
Acceptance: Craters at weld start/stop filled completely, no shrinkage cavity, smooth transition; for field welds, run-off/run-on tabs acceptable if removed cleanly
IS 822:1970 Section 6
ACCEPT
REJECT
NA
B12Spatter & Cleaning
Acceptance: Spatter removed, weld clean and free of flux residue (for SAW); no adherent slag; finish clean
IS 822:1970 Section 6
ACCEPT
REJECT
NA
B13Visual Inspection Overall Verdict
Acceptance: All items ACCEPT = pass visual; any REJECT = fail visual, proceed to repair or rejection decision
All items B1-B12
PASS
FAIL
NA
C. Dimensional Verification
C1Weld Length vs Drawing
Acceptance: Actual weld length matches drawing (±5 mm minimum acceptable unless drawing specifies tighter tolerance); continuous weld unbroken
IS 822:1970
ACCEPT
REJECT
NA
C2Weld Size vs Drawing
Acceptance: For Fillet: leg length = specified size (±1 mm acceptable); For Butt: reinforcement within limits, throat adequate
IS 816:1969
ACCEPT
REJECT
NA
C3Angular Distortion
Acceptance: Angular distortion ≤ 3° total on face side and root side combined; measured with straightedge or dial gauge over 500 mm span
IS 816:1969 Section 7.1
ACCEPT
REJECT
NA
C4Linear Misalignment (Step)
Acceptance: For butt welds: misalignment ≤ lesser of (t/4 or 3 mm), where t = parent thickness; measured perpendicular to weld axis
IS 816:1969 Section 7.2
ACCEPT
REJECT
NA
C5Dimensional Check Verdict
Acceptance: All dimensional checks ACCEPT = pass; any REJECT requires evaluation for structural impact
All items C1-C4
PASS
FAIL
NA
Showing 25 of 40 checkpoints ·
A. Joint Details & Welding Information
A1Joint Identification & Location
IS 822:1970 Section 3 (Joint documentation)
Joint ID matches drawing, location on structure documented, drawing reference cited, coordinates recorded if applicable
OKNCNA
A2Joint Type Verification
IS 822:1970, IS 816:1969 (Joint classification)
Joint type (Butt/Fillet/T-joint/Corner) matches drawing and WPS; Both parent metal surfaces identified
OKNCNA
A3Weld Process Compliance
IS 822:1970 Section 3; IS 816:1969 (Process specification)
Process (SMAW/GMAW/SAW/FCAW) matches WPS, correct electrode classification per IS 814, electrode diameter matches WPS
OKNCNA
A4Welder Qualification
IS 822:1970 Section 4 (Welder qualification requirement)
Welder ID documented, qualification certificate current and valid per IS 822 (typically 2-3 years), process/position qualified for joint type
OKNCNA
A5Parent Metal Specifications
IS 816:1969, IS 822:1970 (Material properties)
Parent metal grade (Fe 500D/E250/E350) documented, thickness measured and recorded, condition (as-received/stress-relieved) noted
OKNCNA
A6Filler Metal Specification
IS 814:2016 (or applicable version) (Electrode / filler classification)
Electrode type and classification per IS 814 (e.g., ER70S-2 for GMAW), size matches WPS, batch/lot number recorded
OKNCNA
A7WPS Reference & Validity
IS 822:1970 Section 5; IS 816:1969 (Procedure specification compliance)
WPS Reference cited, WPS valid for joint configuration/materials/thickness, preheat/PWHT requirements from WPS followed
OKNCNA
B. Visual Inspection (IS 822:1970)
B1Weld Profile (Face)
IS 822:1970 Section 6 (Visual profile inspection)
Profile acceptable: flat (±1.5 mm) or slight convexity or slight concavity; no wavy/irregular surface; transition smooth to parent metal
ACCEPTREJECTNA
B2Weld Face Width (Butt Joints)
IS 816:1969 Table 9 (Face width tolerance)
Width measured at 3+ locations, variation ≤ 5 mm per IS 816 Table 9, no excessive build-up (reinforcement ≤ 3 mm above parent surface)
ACCEPTREJECTNA
B3Reinforcement Height (Butt Joints)
IS 816:1969 Section 6.2 (Reinforcement limit)
Maximum reinforcement: 3 mm above parent metal surface; measured at 3+ locations
ACCEPTREJECTNA
B4Throat Thickness (Fillet Joints)
IS 816:1969 Section 6.3 (Fillet weld size)
Throat ≥ 0.7 × specified leg length (or 3 mm minimum); verified by visual profile or templates; adequate for static load
ACCEPTREJECTNA
B5Leg Length (Fillet Joints)
IS 816:1969 Section 6.3 (Fillet leg dimension)
Equal leg length (for equal fillet): ≥ specified dimension (e.g., 8 mm), measured perpendicular to weld face, uniform along length
ACCEPTREJECTNA
B6Undercut Inspection
IS 816:1969 Table 9; IS 822:1970 (Undercut defect limit)
No undercut ≥ 0.5 mm depth or ≥ 50 mm cumulative length per side of butt; For fillet: none visible on toe
ACCEPTREJECTNA
B7Porosity & Blowholes
IS 822:1970 Section 6 (Gas porosity acceptance)
No visible porosity clusters; isolated pores ≤ 1 mm diameter and ≤ 3 pores per 100 mm² acceptable; no steam holes or cracks at pores
ACCEPTREJECTNA
B8Cracks & Cold Cracking
IS 822:1970 Section 6 (Crack defect criterion)
NO cracks permitted — not in weld, HAZ, or parent metal; any visible crack = REJECT
ACCEPTREJECTNA
B9Overlap (For Fillet Welds)
IS 816:1969 Section 6.3 (Overlap defect)
NO overlap permitted; lap of parent metal over weld face is a defect = REJECT
ACCEPTREJECTNA
B10Incomplete Fusion (Lack of Fusion)
IS 822:1970 Section 6 (Fusion defect)
No visible lack of fusion at weld toe or sidewalls; weld fully bonded to parent; any visible gap = REJECT
ACCEPTREJECTNA
B11Crater Fill & End Quality
IS 822:1970 Section 6 (Crater defect)
Craters at weld start/stop filled completely, no shrinkage cavity, smooth transition; for field welds, run-off/run-on tabs acceptable if removed cleanly
ACCEPTREJECTNA
B12Spatter & Cleaning
IS 822:1970 Section 6 (Weld cleanliness)
Spatter removed, weld clean and free of flux residue (for SAW); no adherent slag; finish clean
ACCEPTREJECTNA
B13Visual Inspection Overall Verdict
All items B1-B12 (Visual acceptance summary)
All items ACCEPT = pass visual; any REJECT = fail visual, proceed to repair or rejection decision
PASSFAILNA
C. Dimensional Verification
C1Weld Length vs Drawing
IS 822:1970 (Length tolerance)
Actual weld length matches drawing (±5 mm minimum acceptable unless drawing specifies tighter tolerance); continuous weld unbroken
ACCEPTREJECTNA
C2Weld Size vs Drawing
IS 816:1969 (Size verification)
For Fillet: leg length = specified size (±1 mm acceptable); For Butt: reinforcement within limits, throat adequate
ACCEPTREJECTNA
C3Angular Distortion
IS 816:1969 Section 7.1 (Distortion tolerance)
Angular distortion ≤ 3° total on face side and root side combined; measured with straightedge or dial gauge over 500 mm span
ACCEPTREJECTNA
C4Linear Misalignment (Step)
IS 816:1969 Section 7.2 (Misalignment tolerance)
For butt welds: misalignment ≤ lesser of (t/4 or 3 mm), where t = parent thickness; measured perpendicular to weld axis
ACCEPTREJECTNA
C5Dimensional Check Verdict
All items C1-C4 (Dimensional compliance)
All dimensional checks ACCEPT = pass; any REJECT requires evaluation for structural impact
PASSFAILNA
Showing 25 of 40 ·
Inspection Sign-Off
ACCEPTED: Joint passes all criteria (visual, dimensional, NDT) and is approved for service
REJECTED: Joint fails one or more criteria and is not approved for service; repair or replacement required
CONDITIONAL: Joint accepted subject to minor concession or additional documentation (e.g., visual-only acceptance if NDT waived)
Inspected By
Name / Sign / Date
Inspector Certification Level
Name / Sign / Date
Reviewed By (QC Engineer)
Name / Sign / Date
Final Verdict
Name / Sign / Date
Approval Authority
Name / Sign / Date