HomeMy WebLinkAboutB13-0133 Edge Welding Welding Certs.pdf EDGE WELDING, WELDER QUALIFICATION TEST REPORT (WQTR)
LLC AWS D 1.1 Structural Welding Code- Steel
WQTR No.: EW-120 AA 4G Welder Name: Antonio Arenales 5696 Welder ID: AA5696
WPS No.: EW-120 Welder Type: SMAW Rev 0 Date: 5/20/13
Project Number:WJMG 2013173
Record Actual Values Qualification Range
Used in Qualification
Variables
Process/Type SMAW SMAW
Electrode(single or multiple) Single Single
Current/Polarity DCEP DCEP
Position 4G Groove: Overhead, Flat
Fillet: Overhead, Flat
Weld Progression -- --
Backing or back weld: Yes Yes
Material/Spec. Group 2 to Group 2 Group 2 or 1,to Group 2 or 1
Base Metal ASTM A36 Group 2 or 1,to Group 2 or 1
Thickness: (Plate)
Groove 1.00" 0.125'to Unlimited
Fillet 0.125'to Unlimited
Thickness: (Pipe/tube)
Groove 0.125'to Unlimited
Fillet 0.125'to Unlimited
Diameter: (Pipe)
Groove ?24"diameter
Fillet ?24"diameter
Filler Metal
Spec. No. A 5.1 A 5.1
Class E7018 E7018/E6010
F-No. 6 6
Gas/Flux Type N/A N/A
Diameter 1/8" 1/8"
VISUAL INSPECTION—Accept
Guided Bend Test Results
Type Result Type Result
Side 1 Accept Side 2 Accept
Side 3 Accept I Side 4 Accept
Testing Witnessed by: Jesse A. Grantham,AWS-CWI#98041061
Inspected by: Jesse A.Grantham,AWS-CWI#98041061 Test Number: 2013173
Organization: Welding&Joining Mgmt Group,West Date: 5/20/13
RADIOGRAPHIC TEST RESULTS
Film Identification Results Remarks Film Identification Results Remarks
Number Number
N/A N/A
Interpreted by: N/A Test Number: A
Organization: N/A Date: N/A
We,the undersigned,certify that the statements in this record are correct and that the tes elds re prepared,welded,
and tested in accordance with the requirements of Clause 4 AWS D1.1,Structu I W i g Code-Steel.
Company: Edge Welding, LLC Authorized By:
ruce Gowie
P.O. Box 7800 Avon CO 81620
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EDGE WELDING, Welding Procedure Specification (WPS)
LLC AWS D 1.1 Structural Welding Code—Steel
WPS No.: EW-120 Revision: Original Date: 5/20/13 Project No.: 2013173
Company: Edge Welding, LLC Authorized by: Bruce Gowie
Welding Process: SMAW Type:—Manual X Semi-Automatic
Supporting PQR No.: Prequalified BU2a Machine Automatic
JOINT DESIGN POSITION
Type: Single Vee Groove, CJP, PJP&Fillet welds Position of Groove: All Fillet. All
Single: X Double Weld -- ASTM A36 Vertical Progression: Up X Down --
Backing: Yes X No -- Backing: A36
Back Gouging: Yes No X Method. N/A ELECTRICAL CHARACTERISTICS
Root Opng: 0.250'7---
.250'_ Root Face: 0.03-0.06" Transfer Mode(GMAW): _ Short-Circuiting
Groove Angle: 450 included angle _ Globular
Spray Pulsed
BASE METALS Current: AC DCEP _X DCEN
Material Spec.: Group 1 or 2,to Group 1 or 2 Tungsten Electrode(GTAW): Size: N/A
Type or Grade: ASTM A 36
Thickness: Groove: 0.125"-U Fillet: 0.125"to U
Diameter(Pipe): z 24"Diameter TECHNIQUE
Base Metal Thickness U=Unlimited Stringer or Weave Bead: Either or both
Multi-pass or Single Pass: Either or both
FILLER METALS Number of Electrodes: Single
AWS Specification: A5.1 Electrode Spacing: Longitudinal N/A
AWS Class.: E7018/E6010 Lateral N/A
Angle N/A
SHIELDING Inter-pass Cleaning: Mechanically Clean
Flux: -- Gas: -- Composition: -- Contact Tube to Work Distance: --
Electrode-Flux(Class): Flow Rate: Peening: N/A
Gas Cup Size: N/A
POSTWELD HEAT TREATMENT
PREHEAT Temperature: N/A
Preheat Temp. Min: 32°F(Note 1) Time: N/A
Inter-pass Temp. Min: 32°F(Note 1) Max. 375°F Cooling Rate: N/A
Note 1:Minimum Preheat and interpass temperature for base material between 0.750"to 1.5°thickness is 150°F
WELDING PROCEDURE
Filler Metal Current
Weld Process Class Dia. Type& Amps Volts Travel Speed ipm Typical Sketch
Layer(s) Polarity Joint Details
1 or2 SMAW E6010 ? 1/8" DCEP 100-120 23-25 8-10
1 or 2 SMAW E7018 1/8" DCEP 110-130 24-26 8-10
......_._....._.....-..._._.__.._..:_......._._._.._.-_._.-...._._...--._-,_....._......_.__...__.:-._._._..__._.____-__.-__._._......._............._.......__......._..._...__.—._.._-_-_ _.._._._....._._..--.-.-
_As regd_rt SMAW E7018 1/8"_ DCEP 110-130 24-26 8-10
P.O. Box 7800 ♦ Avon CO 81620
Page 1 of 1
EDGE WELDING, WELDER QUALIFICATION TEST REPORT (WQTR)
LLC AWS D 1.1 Structural Welding Code- Steel
WQTR No.: EW-120 AA 3G Welder Name: Antonio Arenales 5696 Welder ID: AA5696
WPS No.: EW-120 Welder Type: SMAW Rev 0 Date: 5/20113
Pro ect Number:WJMG 2013173
Record Actual Values Qualification Range
Used in Qualification
Variables
Process/Type SMAW SMAW
Electrode(single or multiple) Single Single
Current/Polarity DCEP DCEP
Position 3G Groove:Vertical, Horizontal, Flat
Fillet:Vertical, Horizontal, Flat
Weld Progression Up U
Backing or back weld: Yes Yes
Material/Spec. Group 2 to Group 2 Group 2 or 1,to Group 2 or 1
Base Metal ASTM A36 Group 2 or 1,to Group 2 or 1
Thickness: (Plate)
Groove 1.00" 0.125"to Unlimited
Fillet 0.125"to Unlimited
Thickness: (Pipe/tube)
Groove 0.125"to Unlimited
Fillet 0.125'to Unlimited
Diameter: (Pipe)
Groove >_24"diameter
Fillet ?24"diameter
Filler Metal
Spec. No. A 5.1 A 5.1
Class E7018 E7018/E6010
F-No. 6 6
Gas/Flux Type N/A N/A
Diameter 1/8" 1/8°
VISUAL INSPECTION—Accept
Guided Bend Test Results
Type Result Type Result
Side 1 Acce t Side 2 Accept
Side 3 Accept Side 4 Accept
Testing Witnessed by: Jesse A. Grantham,AWS-CWI#98041061
Inspected by: Jesse A.Grantham,AWS-CWI#98041061 Test Number: 2013173
Organization: Welding&Joining Mgmt Group,West Date: 5120/13
RADIOGRAPHIC TEST RESULTS
Film Identification Results Remarks Film Identification Results Remarks
Number Number
N/A N/A
Interpreted by: N/A Test Number: N/A
Organization: N/A Date: WA
We,the undersigned,certify that the statements in this record are correct and that thqstwel were prep ared,welded,
and tested in accordance with the requirements of Clause 4 AWS D1.1, Stru ng Code-Steel.
Company: Edge Welding, LLC Authorized By:
Bruce Gowie
P.O. Box 7800 Avon CO 81620