HomeMy WebLinkAboutEW-100 WQTR E Silva 3G.pdfEDGE WELDING,
LLC
WELDER QUALIFICATION TEST REPORT (WQTR)
AWS D1.1 Structural Welding Code - Steel
P.O. Box 7800 Avon CO 81620
WQTR No.: EW-100 ES 3G Welder Name: Enrique Silva Welder ID: ES1051
WPS No.: EW-100 Welder Type: GMAW Rev.: Original Date: 1/29/14
Record Actual Values
Used in Qualification Qualification Range
Variables
Process/Type GMAW GMAW
Electrode (single or multiple) Single Single
Current/Polarity DCEP DCEP
Position 3G Vertical, Flat
Weld Progression Up Up
Backing or back weld: Backing Backgouge, Backweld, Backgouge
Material / Specification
Base Metal ASTM 36 Group 1 or 2, to Group 1 or 2
Thickness: (Plate)
Groove 0.375” 0.125” to 0.750”
Fillet 0.125” to Unlimited
Thickness: (Pipe/tube)
Groove 0.125” to 0.7500”
Fillet 0.125” to Unlimited
Diameter: (Pipe)
Groove 24” diameter and over
Fillet 24” diameter and over
Filler Metal
Spec. No. A 5.18 A 5.18
Class ER70S-6 ER70S-6
F-No. 6 6
Gas/Flux Type 85% Argon – 15% CO2 85% Argon – 15% CO2,
Spray-Arc Transfer
Diameter 0.035” 0.035”
VISUAL INSPECTION: Accept
Guided Bend Test Results
Type Result Type Result
Face 1 Accept Root 1 Accept
Face 2 Accept Root 2 Accept
Welding Witnessed by: Antonio Jesus Arenales
Inspected by: Jesse A. Grantham, AWS-CWI 98041061 Test Number: 2014042
Organization: Welding & Joining Mgmt Group, West Date: 1/29/14
Fillet Test Results
Visual -- Fillet Size --
Fracture Test Root Penetration -- Macroetch --
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 AWS D1.1 Structural Welding Code -Steel.
Company: Edge Welding, LLC. Authorized By:
Bruce Gowie