Practical Plate Inspection

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    Copyright 2005, TWI Ltd World Centre for Materials Joining Technology

    PRACTICAL PLATE.

    SECTION 22SECTION 26

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    Copyright 2005, TWI Ltd World Centre for Materials Joining Technology

    Undercut1.5 max

    236

    Gas pore> 1.5

    230

    Lack ofsidewall fusion

    87

    241

    153

    Excessive weld metal

    Height 4mm

    51

    Slag

    inclusion

    Excess weld metal height : 4mm.Toe Blend: PoorWeld width: 12-14mmMisalignment: 2mm

    Angular Distortion 3mm in 50mmSpatter along weld length

    C

    30

    Arc Strike

    40

    22

    8

    Page 1 of 3 EXAMPLE PLATE REPORTName: [Block capitals] Mr. I C Plenty Signature: I C Plenty Test piece ident: 001

    Code/Specification used: TWI 09-09-03 Welding process: MMA/SMAW Joint type: Single V Butt

    Welding position: Flat /PA Length & thickness of plate: 300mm x 10 mm Date 22/08/2003

    MEASU

    R

    E

    F

    ROM

    TH

    IS

    DATU

    M

    ED

    GE

    WELD FACE

    BA

    NOTES:3015

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    Copyright 2005, TWI Ltd World Centre for Materials Joining Technology

    Lack of rootFusion

    247

    Root concavity2 deep

    23

    128

    Incomplete root

    penetration

    Excess penetration height : 4mm.Toe Blend: PoorExcess penetration width: 3-4mmLinear Misalignment: 2mm

    Angular Distortion: 3mm in 50mm

    C

    20

    50

    10

    Page 2 of 3 EXAMPLE PLATE REPORT

    MEASU

    R

    E

    F

    ROM

    TH

    IS

    DATU

    M

    ED

    GE

    WELD ROOT

    BA

    NOTES:

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    Copyright 2005, TWI Ltd World Centre for Materials Joining Technology

    1) Use a pencil for the arrow lines, but make all

    written comments and measurements in inkonly

    3) Do not forget tocompare and sentenceyourreport

    2) Report everythingthat you can observe

    4) Do not forget todate & signyour report

    5) Make any observations, such asrecommendations for further investigation forcrack-like imperfections.

    Plate Inspection Points

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    Copyright 2005, TWI Ltd World Centre for Materials Joining Technology

    REMEMBER!

    TERMINOLOGY:Use standard terms.Do not use abbreviations.

    ACCURACY:All dimensions in millimetres.No need to scale.Measurements to be as accurate as possible.

    PRESENTATION:

    Sketch to be as neat as possible.The key to passing the examination.

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    I C Plenty

    001

    EXAMPLE WELD INSPECTION REPORT/SENTENCE SHEET

    SPECIMEN NUMBER

    EXTERNAL DEFECTS Defects Noted Code or Specification Reference

    Defect Type AccumulativeTotal

    1

    MaximumAllowanc

    e2

    Section/Table No

    3

    Accept/Reject

    4

    Excess weld metal height 15

    Excess weld metal appearance Poor blend Smooth 8 Reject

    Incomplete filling 22mm None 5 Reject

    Inadequate weld width (PIPE) N/A ------------

    ---------- Accept

    Slag Inclusions

    70mm long 50mm 9 Reject

    Undercut 1.5mm depth 1mm 6 Reject

    Surface Porosity 1.5mm 1mm 2 Reject

    Cracks/Crack-like defects 40mm NONE 1 Reject*

    PRINT FULL NAME

    25mm x 4mm 2mm Reject15

    Arc strike 3 x 25mm None 12 Reject

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    Signature......................................................... Date.....................................................................................*Delete which is not applicable. Use the other side for any comments.

    This *pipe/plate has been examined to the requirements of code/specification .........................................and is accepted/rejected accordingly.

    TWI-I

    22nd August 2003I C Plenty

    Accept----------------------NONELaps/Laminations

    Accept2------------NONEPorosity

    Accept9------------NONESlag inclusions

    Accept----------------------NONECracks/Crack-like defects

    Accept----------------------NONERoot Undercut

    Reject101mm2mm depthRoot Concavity

    Reject11NONE20mmLack of Root Fusion

    Reject13NONE50mmIncomplete Root Penetration

    Reject152mm4mmExcessive Root Penetration

    Accept92mm2mmMisalignment

    ROOT DEFECTS

    Comments: NotBurn through 10mm referenced N/A ReferSpatter should have been removed before inspection. Seek advice