Skip to main content

Re: [MW:35908] Visual examination- Any reference



Dear Mr. Pradeep,

The statement is essentially correct. It is not a present Section V requirement but, it was in the earlier editions and is still preserved through 

cross-references in other ASME sections. The controlling clause is: ASME Section V– Article 9 (T-952  or T-953, depending on the edition).

Typical wording is edition-dependent and wording shift slightly between editions, which is why you may not see the exact sentence you

quoted in your copy.

·   Viewing distance: The VT shall be conducted at a distance not greater than 24 in. (600 mm)

·   Lighting: Illumination shall be sufficient to provide a minimum of 15 foot-candles (≈160 lux) for general examination and 50 foot-candles 

    (≈540 lux) for the detection of small discontinuities.

Later editions of Section V streamlined Article 9, removing some descriptive text. The same technical requirements are now referenced 

rather than repeated. Many construction codes restate the VT requirements directly. As a result, clients often quote VT requirements from:

·  Older Section V editions

·  Construction codes (Section VIII, IX, B31, etc.)

·  Employer/Owner VT procedures derived from Article 9.

For example, ISO 17637 explicitly states:

·  Viewing distance ≤ 600 mm

·  Minimum illumination:

160   lux (~15 fc) general

500 lux (~50 fc) for fine indications

This is why many VT procedures include exactly your quoted values. 


Best way to cite it in a procedure is:

Visual examination shall be performed in accordance with ASME Section V, Article 9. Illumination and viewing conditions shall comply with 

the requirements referenced therein (minimum 15 fc for general examination; 50 fc for detection of small discontinuities, and viewing distance

not exceeding 600 mm).


Trust it is clear.

rgds,

C Sridhar.


Virus-free.www.avg.com

On Sat, 13 Dec 2025 at 11:12, s. pratheep <pratheep013@gmail.com> wrote:

Dear expert, 
please review the screenshot above. Is it correct? If so, could someone please provide a reference? Article 9 of ASME Section V does not mention this. Can anyone confirm?


With regards
Pradeep 

--
https://materials-welding.blogspot.com/
https://www.linkedin.com/groups/122787
---
You received this message because you are subscribed to the Google Groups "Materials & Welding" group.
To unsubscribe from this group and stop receiving emails from it, send an email to materials-welding+unsubscribe@googlegroups.com.
To view this discussion visit https://groups.google.com/d/msgid/materials-welding/CAD3Y_Ug421wDr0XsOy_TPCMxX%2Be8Hdj%2BCdMRxWWuGd4_ZOqqKQ%40mail.gmail.com.

--
https://materials-welding.blogspot.com/
https://www.linkedin.com/groups/122787
---
You received this message because you are subscribed to the Google Groups "Materials & Welding" group.
To unsubscribe from this group and stop receiving emails from it, send an email to materials-welding+unsubscribe@googlegroups.com.
To view this discussion visit https://groups.google.com/d/msgid/materials-welding/CAHo%3DYijaW9fLo%3D%3Dr0kCzC9nP4N8imECcXqGsEQ6cW_H37aXH8A%40mail.gmail.com.

Comments

Popular posts from this blog

Heat tint (temper) colours on stainless steel surfaces heated in air // Heat tint

Introduction The colour formed when stainless steel is heated, either in a furnace application or in the heat affected zone of welds, is dependent on several factors that are related to the oxidation resistance of the steel. The heat tint or temper colour formed is caused by the progressive thickening of the surface oxide layer and so, as temperature is increased, the colours change.   Oxidation resistance of stainless steels However, there are several factors that affect the degree of colour change and so there is no a single table of colour and temperature that represents all cases. The colours formed can only be used as an indication of the temperature to which the steel has been heated. Factors affecting the heat tint colours formed Steel composition The chromium content is the most important single factor affecting oxidation resistance. The higher the chromium, the more heat resistant the steel and so the development of the heat tint colou...

Materails FAQs

Q: What are equivalents for standard Q 235 B (and Q 235 A) for U-channels? (asked by: boris.vielhaber@vait.com) A: DIN Nr. = 2393 T.2, 2394 T.2, EN 10025 W. Nr. DIN 17007 = 1.0038 Design DIN 17006 = RSt 37-2, S235JRG2 (Fe 360 B) Q: What is St DIN 2391 BK material? (asked by: dmcandrews@automaticstamp.com) A: Precision steel tubes, cold-finished/hard. Q: What is C.D.W. Boiler Tube? (asked by: montydude123@yahoo.com) A: Cold Drawn Welded Boiler Tube. Q: WHAT IS W.Nr. 1.4301? PLS TELL US IN EASY LANGUAGUE (asked...

The Schaeffler and Delong diagrams for predicting ferrite levels in austenitic stainless steel welds

Introduction Ferrite is important in avoiding hot cracking in during cooling from welding of austenitic stainless steels. 'Constitution diagrams' are used to predict ferrite levels from the composition by comparing the effects of austenite and ferrite stabilising elements. The Schaeffler and Delong diagrams are the original methods of predicting the phase balances in austenitic stainless steel welds. Nickel and chromium equivalents A 'nickel equivalent' is calculated for the austenite stabilising elements and a 'chromium equivalent' ferrite stabilising elements. These are used as the axes for the diagrams, which show the compositional equivalent areas where the phases austenite, ferrite, martensite (and mixtures of these) should be present. Although intended to show the phase balance of weld fillers, these diagrams can also be used to illustrate the phase balance of the 'parent' material. There are different diagrams for dif...