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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
AWS D1.1 PQR
Form # 675-070-08
April 2019
PROCEDURE QUALIFICATION RECORD (PQR)
AWS D1.1 STEEL
Contractor/Organization:
Welding Process(es):
JOINT DESIGN USED
Groove Type:
Backing: Yes
No
Backing Mat’l:
Root Opening:
Groove Angle:
Backgouging: Yes
No
Root Treatment:
POSITION
Position of Groove:
Vertical Progression: Up
BASE METALS
Material Spec:
Type or Grade:
Thickness: Groove
Diameter (Pipe):
FILLER METALS
AWS Specification:
AWS Classification:
Mfg. Trade Name:
SHIELDING
Flux:
Gas:
Electrode Flux Class:
Flow Rate:
Pass or Weld Layer(s)
Joint Designation:
Fillet:
Root Face Dimension:
Radius (J-U):
Method:
Fillet:
Down
Fillet
Composition:
Gas Cup Size:
Filler Metal Diam.
PQR #:
Revision:
Date:
By:
Authorized By:
Date:
Manual
Mechanized
Type:
Semiautomatic
Automatic
ELECTRICAL CHARACTERISTICS
Transfer Mode (GMAW): Short-Circuiting
Globular
Spray
Current: AC
DCEP
DCEN
Pulsed
Power Source: CC
CV
Other:
Tungsten Electrode (GTAW):
Size:
Type:
TECHNIQUE
Stringer or Weave Bead:
Multi-Pass or Single Pass (per side):
Number of Electrodes:
Electrode Spacing: Longitudinal
Lateral:
Angle:
Electrical Stick Out:
Peening:
Interpass Cleaning:
PREHEAT AND INTERPASS TEMPERATURE CHART
Base Metal Thickness:
Preheat (°F):
Max Interpass (°F):
POSTWELD HEAT TREATMENT
Temp:
Time:
WELDING PROCESS
Current
Volts
UPLOAD JOINT DETAILS
Travel Speed IPM
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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
AWS D1.1 PQR
Form # 675-070-08
April 2019
PROCEDURE QUALIFICATION RECORD (PQR)
AWS D1.1 STEEL
FABRICATOR CONTACT INFORMATION
Facility Name:
Facility Location:
PQR #:
PQR Date:
Specimen No.
Width
Specimen No.
Type of Bend
Weld Date:
REDUCED SECTION TENSILE TEST
Ultimate Tensile Load, Ultimate Unit Stress,
Thickness
Area
lbs
psi
Character of Failure
and Location
GUIDED BEND TEST
Result
Radiographic-Ultrasonic Examination
RT Report No.:
Result:
UT Report No.:
Result:
Remarks
VISUAL INSPECTION
Test Date:
Witnessed By:
Fillet Weld Test Results:
Satisfactory
Non-Satisfactory
All-Weld-Metal Tension Test:
Tensile Strength, psi (MPa):
Yield Point/Strength psi (MPa):
Elongation in 2 in., %:
Laboratory Test No.:
Other Tests:
Welder’s Name:
Testing Lab:
Include Laboratory Test Results including NDT Reports
Comments:
Clock No.:
Test Number:
Stamp No.:
We certify by our digital signatures below that the statements in this record are correct and that the test welds were prepared, welded, and tested in
accordance with the requirements of Clause 4 of the most current AWS D1.1, Structural Welding Code – Steel.
Fabricator’s AWS CWI #:
CWI Exp. Date:
Fabrication Facility Name
Date Signed
Inspection Firm’s CWI #:
Commercial Inspection Firm Name (Welding Witness)
CWI Exp. Date:
Date Signed
E-Mail the completed digital form to SM-StructuresCI@dot.state.fl.us, FDOT State Materials Office