HomeMy WebLinkAboutMontalbano, Anthony deck THUNDER MOUNTAIN TESTING
♦ ♦ ♦
2973 F.Road ♦ Grand Junction,CO 81504
(970)256-9965/Cell(970)210-7008/FAX(970)3147067
PIONEER STEEL INC. Page 1 of 1
Welder Qualification Test Record - Decking ANTHONY M 1-PSI-D1.3
WQTR No. ANTHONY M 1-PSI-D1.3 Welder Name ANTHONY MONTALBANO Welder ld
WPS No. PSI-1003 Revision 0 Date 7/27/2009
Variables Record Actual Values Used In Qualification Qualification Range
Process(Table 4.10, Item(1)) SMAW SMAW
Transfer Mode(GMAW):Short-Cir. ❑ Globular ❑ Spray ❑ Short-Circuiting � Globular ❑ Spray❑
Type Manual � Machine ❑ Semi-Auto ❑ Auto ❑ Manual � Machine ❑ Semi-Auto ❑ Auto ❑
Number of Electrodes Single � Multiple ❑ Single � Multiple ❑
Current/Polarity AC ❑ DCEP � DCEN ❑ Pulsed ❑ AC ❑ DCEP � DCEN ❑ Pulsed ❑
Position(Tab►e 4.10, Item(4)) S�ot WeldlFlat Spot Weld/Flat
Weld Progression: (Table 4.10, Item(6)) Up ❑ Down ❑ Up ❑ Down ❑
Backing[Table 4.10, Item(7)] Use Backing � With Backing� Without Backing ❑
Consumable insert(GTAW) Use Insert ❑ With Insert ❑ Without Insert ❑
Material/Spec. A611/20 Ga.Galv to A992 A611 20 Ga.to Group 1&II
Thickness(Piate): Groove( ) -
Fillet( ) -
Thickness(Pipe/tube): Groove( ) -
Fillet( ) -
Diameter(Pipe): Groove( ) -
Fillet( ) -
Notes "Coated Decking *All Coated&Uncoated per AWS D1.3
Filler Metal(Table 10, Item(2))
Spec. A5.1 A5.1
Class. E6022 E6022
F-No. 1 1
Gas/Flux Type(Table 4.10, Item(3))
Other 1/8"Dia.Electrode 1/8" Dia. Electrode
VISUAL INSPECTION(4.8.1) Acceptable Yes
GUIDED BEND TEST RESULTS(4.30.5)
Type Result Type Result
Fillet Test Results(4.302.3 and 4.30.4.1)
Appearance Acceptable#1  Fillet Size N/A Macroetch N/A
Fracture Test Root Penetration Acceptable#1 8�#2 Description �`Dia.&Reinforcement of Arc Spot-Acceptable
Inspected By SCOTT L.M WELL 1 AWS CWI>.st No. 09-262 OrganizationTHUNDER MOUNTAIN TESTING 7/27/2009
RADIOGRAPHIC TEST RESULTS(4.30.3.1)
Film Identification No. esult Remark
Interpreted 1����
Organiza' r—�f��{�--��
Test No.
Date ' � � �'
We,the undersigned, certify that the statements in this record are correct and that the test welds were prepared and tested in
accordance with the requirements of 4.6 and ANSI/AWS D1.3(2008), Structrual Welding Code-Sheet Steel
Manufacturer PIONEER STEEL INC. Authorized By LIDELL GORDON Date 7/27/2009