School District: ___________________________________________________
Attn: ___________________________________________________
Address: ___________________________________________________
___________________________________________________
DSA FILE # _____________
DSA APPL. # _____________
DSA / LEA # ______________
Weld I.D.: __________________________________
ULTRASONIC (NDT) TEST REPORT
Material Thickness: ___________________________
Weld Joint AWS: _____________________________
Project Name: ____________________________________________
Welding Process _____________________________
Report Date:______________________________________________
Quality Requirements Section No. ______________
Location in Structure: ______________________________________
Distance
From X
From Y
Discontinuity
Evaluation
Depth from
"A" Surface
Indication
Rating
Attenuation
Factor
c
Angular Distance
(sound path)
Discontinuity
Length
Reference
Level
Indication
Level
Leg1
From Face
Transducer
Angle
Indication
Number
Decibles
Line Number
LABORATORY
LETTERHEAD
HERE
+
X
-
X
Y
Remarks
1
2
3
4
5
6
7
8
9
10
11
12
General Note: This form is applicable to Section 2, Parts B or C (Statically and Cyclically Loaded Nontubular Structures) of ASW D1.1. Do NOT use this form for Tubular structures (Section 2, Part D).
I, 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 Section 6,
Part F of AWS D1.1/D1.1M, (_______) Structural Welding Code Steel
(year)
REMARKS: ________________________________________________________________________________________________
The Material WAS WAS NOT
cc: Project Architect
Structural Engineer
Project Inspector
DSA Regional Office
DSA-210 Template (02/06)
SAMPLED AND TESTED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE
DSA APPROVED DOCUMENTS.
Signature
The Material Tested
Print Name / Title
MET DID NOT MEET
THE REQUIREMENTS OF THE
DSA APPROVED DOCUMENTS.
CERTIFICATION #
Date