HomeMy WebLinkAboutWelder Qualification RecordNDT and Inspections, Inc. NO, s� ! � � .
5047 S. W.167`* Avenue, Miramar, FL 33027 ,
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WELDER PERFORMANCE QUALIFICATION RECORD
Client: Ahrens Companies
Address: 1461 Kinetic Road, Lake Park, Florida 33403
Welder's Name: Richard C. Hynes
A.W.S. Accredited Testing Facility No: 990203
Test No: 15-019
Welder's S/S No.: XXX-XX-8157
Date Tested: 2/26/2015
Reference A.W.S. Standard W.P.S. No: B2.1-1-016
Y
r
VARIABLE
QUALIFICATION TEST DETAIL
QUALIFICATION RANGE
x
Welding Process
SMAW
SMAW
Type
Manual
Manual
Backing
1/4" Plate
Required if used
Base Metal Specification - No.
Carbon Steel: M-1, Group 1 or 2 —ASTM A36
Carbon Steel: M-1, Group 1 or 2
Pipe/Plate Thickness - Groove
3/8" Plate
1/8" through 3/4"
Pipe/Plate Thickness - Fillet
N/A
1/8" and Over
Pipe Diameter- Groove
N/A
Over 24" in diameter with backing or backgouging
Pipe Diameter - Fillet
N/A
All
Filler Metal Specification No.
ANSI/AWS A 5.1
ANSI/AWS A 5.1
Classification No.
E7018
E7018
F No.
4
4
Filler Metal Diameter
1/8"
3/32°, 1/8", 5/32"
Vertical Progression
Uphill
Uphill
3
Deposited Weld Thickness
3/8" + Reinforcement
1/8" - 3/4" + Reinforcement
Current Polarity
DCEP (Reverse)
DCEP (Reverse)
Current Range
90 Amps
Range: 70 to 150 Amps
Transfer Mode
N/A
N/A
Torch Shielding Gas
Type: N/A
Flow: N/A
Type: N/A
Flow: N/A
% Shielding Gas
N/A
N/A
Position
Test Position: 3G
Plate - Groove: 1 G, 2G, 3G - Fillet: 1 F, 217,317
Position
Test Position: 3G
Pipe > 24" - Groove: 1 G, 2G, 3G - Fillet: 1 F, 2F, 3F
GUIDED BEND TEST RESULTS
Type And Figure No.
Results
Type And Figure No.
Results
Face # 1
N/A
Face # 2
N/A
Root # 1
N/A
Root # 2
N/A
Guided Bend Testing Conducted By: N/A
NONDESTRUCTIVE EXAMINATION RESULTS
Radiographic Test Results: Acceptable
Report No.: 15-019 �Q
Radiographic Testing Conducted By: Mark A. Selfridge, R.T. Level II
Welding Witnessed By: David Ortigoza, AWS, SCWI
Visual Inspection: i X Pass I _Fails
CERTIFICATION STATEMENT
We certify that the statements in this record are correct and that the test welds were prepared, welded, and tested in accordance
with the requirements of the latest edition of SUAWS D1.1— Structural Welding Code - Steel.
David Ortigoza
SCWI 97080018
Reviewed By: Date: 2/26/2015#0C1
C. EXP. 8/1/2015
David Ortigoza, .W.S., S.C.W.I. Ce #: 80018