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Home My WebLink AboutWELDER TEST RECORDS<, NDT NONDESTRUCTI', TESTING GROUP SCANNED 818 L Broadmoor st: BY Caledonia, ME. 49316 St. Lucie County WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD WELDING CODE: AWS D1.1 Welders Name: Thomas Linton Identification No. TL 1244 Company: Bandy Universal, Inc Welders Social Security No. 414-04-3848 Qualification Date: 01/10/16 Witnessed by: Michael Dobbs Welding Process (es) SMAW Material Spec ASTM A36 Thickness (If pipe, dia. & wall) 3/8" Plate Type of backing Steel Single/Multiple ARC: Position of Groove: 44 Current: Inches p Type Manual Filler Metal E7018 Filler Wire Diameter 1/8" Uphill Polarity:, Reverse 942 IPM REDUCED SECTION TENSILE TEST Specimen No. Dimensions: Width Dimensions: Thickness Area Ultimate Total Load, LB: Ultimate Unit Stress, PSI: Character or Failure and Location: GUIDED BEND TEST Type and Figure No. 4G Face Result: Acceptable Type and Figure No. 4G Root Result: Acceptable Type and Figure No. Result: Type and Figure No. Result: ID n FILLET TEST RESULTS i Weld Appearance: Fillet Size: APR 2 7 AECD Macro Etch Test Results: Position: Fracture Test Results: ! OGA // — O RADIOGRAPIIIC INSPECTION TEST Film I.D. Results: Remarks: Film I.D. Results: Remarks: Film I.D. Results: Remarks: Film I.D. Results: Remarks: The above WELDER ho by viEtAof these tes :DOES meet welder performance requirements. Tests Conducted By: Level II Laboratory Test No. NDT4557-1L NDT NON DESTRUCTIVE TESTING GROUP 8181 8soadmoor St. Caledonia, MI. 49316 WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD Welders Name Thomas Linton Identification No. L-539 Welders S/S No. In Accordance with WPS No. 006 Revision 0 Welding Process (es) SMAW Type Manual Mode of Transfer for GMAW NIA RECORD•ACTUAL VALUES Variable Used inOualification O JOINT ualificationRanee Joint Type Arc Spot Arc Spot /Seam Backing Material Type Structural Structural Groove Welded from: One'side or both sides NA NA BASE METAL (4.7.1.1) Material Spec. Sheet Steel A446 Gr. A A446 Gr. A Supporting Steel A570 A570 Groove NA NA Fillet NA NA Are Plug NA NA Arc Spot .1046" .1046" Arc Seam NA NA COATING (S) Type None NA Thickness Nona NA POSITION (4.7.1.5 & 4.7.1.6) Groove NA NA Fillet NA NA Are Plug NA NA Are Spot Flat Flat Arc Seam NA NA Progression NA NA ELECTRODE (4.7.1.3 & 4.7.1.4) Size NA NA Group Designation NA NA VISUAL EXAMINATION RESULTS (4.6): Specimen l'PASS Specimen PASS Appearance PASS CracksNONE UndercutNONE Reinforcement <I/16" Diameter of Arc SpotNugget M" Test Conducted By Jose Perez Per Non -Destructive Testing Group Inc. Laboratory Test No. OOC-25092 Date of Test 01/10/16 We certifythatthe statements in this record are correct and that the test welds were prepared, welded and testedin accordance With the requirements of.section 4:6 of ANSI/ AWS D1.3 — (99). Structural Welding Code — Sheet Steel. Company: Bandy Universal Inc. Authorized By Carol Smith NDT NON DESTRUCTT— TESTING GROUP 8181 BroadsnoorSt. Caledonia, MI. 49316 WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD WELDING CODE: AWS 131.1 Welders Name: Thomas Linton Identification No. TL 1244 Company: Ban dv Universal, Inc Welders Social Security No. 414-04-3548 Qualification Date: 01/10/16 Witnessed by: Michael Dobbs Welding Process (es) SMAW Type Manual _ Material Spec ASTM A36 Filler Metal E7018 Thickness (If pipe, dia. & wall) 3/8" Plate Filler Wire Diameter 1/8" Type of backing Steel Uphill WELDING PROCEDURE WELDING TECHNIQUES Single /Multiple Pass: Mnitiule Amps:100-120 Volts:22-24' Single/Multiple ARC`. Single Current: DC Polarity: Reverse Position of GrooveAG (Overhead) Inches per Min: 9-12IPM REDUCED SECTION TENSILE TEST Specimen No. Dimensions: Width Dimensions: Thickness Area Ultimate Total Load, LB: Ultimate Unit Stress, PSI: Character or Failure and Location: GUIDED BEND TEST Type and Figure No. 4G Face Result:. Type and Figure No. 4G Root Result: Type and Figure No. Rat: Type and Figure No. Result: FILLET TEST RESULTS Weld Appearance: Fillet Size: Macro Etch Test Results: Position: Fracture Test Results: — RADIOGRAPHIC INSPECTION TEST Film I.D. Results: Remarks: Film I.D. Results: Remarks Film I.D. Results: Remarks: Film I.D. Results: Remarks: APR 2 7 RECD The above WELDER o by of these test :DOES meet welder performance requirements. Tests Conducted By: vel II Laboratory Test No. NDT4557-1L NDT NONDESTRUCTIVE TESTING GROUP 8181 Droadmoor St. Caledonia, MI. 49316 WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD Welders Name Thomas Linton Identification No.1,539 Qualification Date :01/10116 Welders S/S No. 414-04-3548 In Accordance with WPS No. 006 Revision 0 Welding Process (es) SMAW Type Manual Mode of Transfer for GMAW N/A RECORD ACTUAL VALUES Variable Used inOualification Oualification.Range JOINT Joint Type Arc Spot Ara Spot / Seam Backing Material Type Structural Structural Groove Welded from: One side or both sides NA NA BASE METAL (4.7.1.1) Material Spec. Sheet Steel A446 Gr. A A446 Gr. A Supporting Steel A570 A570' Groove NA NA Fillet NA NA Are Plug NA NA Arc Spot .1046" .1046" Arc Seam NA NA COATING (S) Type None NA Thickness None NA POSITION (4.7.1.5 & 4.7.1.6) Groove NA NA Fillet NA NA Arc Plug NA NA Are SpotFlat Flat Are Seam NA NA Progression NA NA ELECTRODE (4.7.1.3 & 4.7.1.4) Size NA NA Group Designation NA NA VISUAL EXAMINATION RESULTS (4.6) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks NONE Undercut NONE Reinforcement <1/16" Diameter of Are Spot Nugget 1/2" Test Cohducted By Jose Perez Per Non -Destructive Testing Group Inc. Laboratory Test No. OOC-25092 Date of Test.01/10/16 We certify that the statements in this record are correct and that the test welds were prepared, welded and testedin accordance With the requirements of section4.6 of ANSI / AWS 131.3 — (98). Structural Welding Code — Sheet Steel. Company: Bandy Universal Inc. Authorized By Carol Smith