Visual Inspection of Weld Joints

Visual examination of weld joint is an important activity, carried out to check the integrity and soundness of the weldment. It is an economical activity, as it doesn’t require any costly equipment. It must be carried out by a well experienced inspector. Main responsibilities of a welding inspector are:

  • Code compliance
  • Workmanship control
  • Documentation Control

The requirements of visual examination are:

  1. Illumination should be at least 350 Lux (minimum) but it is recommended to carry out visual inspection at an illumination of more than 500 Lux.
  2. The inspectors eye should be within the radii of 600 mm of the surface of item being inspected and the viewing angle must not be less than 30 degrees.

(Also read Thickness range for welder qualification test)

Other aids which may be required during visual examination are:

  • Welding gauges (Figure 2a and 2b)
  • Weld gap gauges
  • Linear misalignment gauges (Hi-Low)
  • Magnifying glass (X2 to X5)
  • Mirrored boroscope or fibre optic viewing system (when access is restricted)

Fillet weld gauge

Bridge cam welding gaugeVisual inspection can be done at three stages;

  • Before welding,
  • During welding and
  • After welding

Before Welding: The inspector shall be familiarized with the applicable codes and standards/drawings/welding procedures (WPS and PQR). Welder qualification shall be carried out before production welding. The inspector shall confirm the material and review the MTC. Welding consumables shall also be inspected before welding. Joint preparation and alignment shall also to be checked prior to welding. After confirmation of all the parameters (as mentioned above), the welding inspector can permit the welder to start the production welding. If preheat is applicable, then the preheat temperature shall be confirmed before starting the weld.

Fitup inspection of joint before welding

(Figure 3 shows improper groove face and root gap, a welding inspector must see the groove preparation and root gap before welding)

During Welding: The inspector shall check the welding process and welding parameters with respect to the welding procedure specification (WPS) at any time during welding. Root run and root run dressing, interpass temperature shall be witnessed by the inspector. The welding consumables shall also be checked during welding.

(Also read How to write a welding procedure specification – WPS)

After welding: After complete welding, identification number is punched near joint. Complete visual inspection is done and any surface breaking or defect shall be repaired as per approved procedure. Following defects (or discontinuity) can be revealed by visual inspection:

[To know more about welding Defects, Please Click here]

welding inspection by an inspector

(Figure 4: Welding inspector checking the weld reinforcement size by a Bridge Cam welding Gauge)

A dimensional survey shall be done to ensure the dimension of the part after welding. After satisfactory completion of welding proper documentation is prepared.

If a Post weld treatment is specified in WPS, Then the operation should be monitored and documented. Following parameters to be considered when Post weld heat treatment is required,

  1. Area to be heated
  2. Heating and cooling rates
  3. Holding temperature and duration
  4. Temperature distribution

In addition to visual inspection, a number of other NDT (Non Destructive Test) methods are available to check the quality of weldment, some of the most common NDT methods are;

  1. Radiography testing (RT)
  2. Ultrasonic testing (UT)
  3. Magnetic particle testing (MT)
  4. Liquid penetrant testing (PT)
  5. Electromagnetic testing (ET)
  6. Acoustic emission testing (AET)

Each NDT methods has its own significance and importance for example Liquid penetrant testing is very efficient and economical for checking surface defects, whereas, with the help of Ultrasonic test and Radiography test, entire depth of the weld can be inspected.

Selection of NDT methods depend on the requirements. Person engaged or assigned to carry out these tests must possess the necessary qualification. A written test procedure, format for reporting and the applicable code must also be decided before conducting the examination.

Also read P-number, F-number and A-number in welding (ASME Section IX)

Note: I had written this article for India welds newsletter- Vol 1:4 Oct-Dec 2018. Click here to read that newsletter.

3 thoughts on “Visual Inspection of Weld Joints”

  1. Dear sir I am a huge friends of yours. I m watching your video repeatedly. Your video and notes are amazing for us. My question is that Sir how to calculate the reinforcements of weldolet. So please give the answer as soon as possible.

  2. ”The inspectors eye should be within the radii of 600 mm of the surface of item being inspected and the viewing angle must not be less than 300.”

    There is a small correction ..
    viewing angle must not be less than 30 degree

  3. Concrete Scanning

    Wonderful information about visual inspection of weld joints, thanks a lot for sharing kind of content with us. Your blog gives the best and the most interesting information. I wonder if we can gather such practical information about it, a great post definitely to come across.They offer same information here one must check them also.

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