HomeMy WebLinkAboutEW-120 WQTR E Silva 3G.pdfEDGE WELDING,
LLC
WELDER QUALIFICATION TEST REPORT (WQTR)
AWS D 1.1 Structural Welding Code - Steel
P.O. Box 7800 Avon CO 81620
WQTR No.: EW-120 ES 3G Welder Name: Enrique Silva Welder ID: ES1051
WPS No.: EW-120 Welder Type: SMAW Rev 0 Date: 1/29/14
Project Number: WJMG 2014042
Record Actual Values
Used in Qualification Qualification Range
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 Up
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 0.375” 0.125” to 0.750”
Fillet 0.125” to Unlimited
Thickness: (Pipe/tube)
Groove 0.125” to 0.750”
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
Face 1 Accept Face 2 Accept
Root 1 Accept Root 2 Accept
Welding Witnessed by: Jesus Antonio Arenales
Inspected by: Jesse A. Grantham, AWS-CWI #98041061 Test Number: 2014042
Organization: Welding & Joining Mgmt Group, West Date: 1/29/14
RADIOGRAPHIC TEST RESULTS
Film Identification
Number Results Remarks Film Identification
Number Results Remarks
N/A N/A
Interpreted by: N/A Test Number: N/A
Organization: N/A Date: N/A
We, the undersigned, 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 Clause 4 AWS D1.1, Structural Welding Code -Steel.
Company: Edge Welding, LLC Authorized By:
Bruce Gowie