report of ut of welds - american welding society · pdf fileaws d1.1/d1.1m:2010 annex m 351...

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ANNEX M AWS D1.1/D1.1M:2010 350 Report of UT of Welds Project _________________________________________________________________________ Report no. _________________ Form M-11 Weld identification____________________________________________________ Material thickness ____________________________________________________ Weld joint AWS ______________________________________________________ Welding process _____________________________________________________ Quality requirements—section no. _______________________________________ Remarks ___________________________________________________________ Line number Indication number Transducer angle From Face Leg a Decibels Discontinuity Discontinuity evaluation Remarks Indication level Reference level Attenuation factor Indication rating Length Angular distance (sound path) Depth from “A” surface Distance a b c d From X From Y 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in conformance with the requirements of Clause 6, Part F of AWS D1.1/D1.1M, ( __________ ) Structural Welding Code—Steel. (year) Test date ___________________________________________ Inspected by ________________________________________ Note: This form is applicable to Clause 2, Parts B or C (Statically and Cyclically Loaded Nontubular Structures). Do NOT use this form for Tubular Structures (Clause 2, Part D). Manufacturer or Contractor ____________________________ Authorized by _______________________________________ Date ______________________________________________

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Page 1: Report of UT of Welds - American Welding Society · PDF fileAWS D1.1/D1.1M:2010 ANNEX M 351 aUse Leg I, II, or III. See glossary of terms (Annex M). Notes: 1. In order to attain Rating

ANNEX M AWS D1.1/D1.1M:2010

350

Report of UT of Welds

Project _________________________________________________________________________ Report no. _________________

Form M-11

Weld identification____________________________________________________

Material thickness ____________________________________________________

Weld joint AWS ______________________________________________________

Welding process _____________________________________________________

Quality requirements—section no. _______________________________________

Remarks ___________________________________________________________

Line

num

ber

Indi

catio

nnu

mbe

r

Tran

sduc

eran

gle

From

Fac

e

Leg

a

Decibels Discontinuity

Dis

cont

inui

tyev

alua

tion

Remarks

Indi

catio

nle

vel

Ref

eren

cele

vel

Atte

nuat

ion

fact

or

Indi

catio

nra

ting

Leng

th

Ang

ular

dist

ance

(sou

nd p

ath)

Dep

th fr

om“A

” su

rfac

e

Distance

a b c d From X From Y

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

We, the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in conformancewith the requirements of Clause 6, Part F of AWS D1.1/D1.1M, ( __________ ) Structural Welding Code—Steel.

(year)

Test date ___________________________________________

Inspected by ________________________________________

Note: This form is applicable to Clause 2, Parts B or C (Staticallyand Cyclically Loaded Nontubular Structures). Do NOT use thisform for Tubular Structures (Clause 2, Part D).

Manufacturer or Contractor ____________________________

Authorized by _______________________________________

Date ______________________________________________

Page 2: Report of UT of Welds - American Welding Society · PDF fileAWS D1.1/D1.1M:2010 ANNEX M 351 aUse Leg I, II, or III. See glossary of terms (Annex M). Notes: 1. In order to attain Rating

AWS D1.1/D1.1M:2010 ANNEX M

351

aUse Leg I, II, or III. See glossary of terms (Annex M).

Notes:1. In order to attain Rating “d”

a. With instruments with gain control, use the formula a – b – c = d.b. With instruments with attenuation control, use the formula b – a – c = d.c. A plus or minus sign shall accompany the “d” figure unless “d” is equal to zero.

2. Distance from X is used in describing the location of a weld discontinuity in a direction perpendicular to the weld referenceline. Unless this figure is zero, a plus or minus sign shall accompany it.

3. Distance from Y is used in describing the location of a weld discontinuity in a direction parallel to the weld referenceline. This figure is attained by measuring the distance from the “Y” end of the weld to the beginning of said discontinuity.

4. Evaluation of Retested Repaired Weld Areas shall be tabulated on a new line on the report form. If the original reportform is used, Rn shall prefix the indication number. If additional forms are used, the R number shall prefix the reportnumber.