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PROCEDURE QUALIFICATION RECORD (PQR) AWS D1.1 STEEL
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PROCEDURE QUALIFICATION RECORD (PQR) 675-070-08 MATERIALS 05/15 AWS D1.1 STEEL Contractor/Organization: Welding Process(es): Supporting PQR No. (s): JOINT DESIGN USED Single Backing: Yes Backing Mat’l: Root Opening: Groove Angle: Backgouging: Yes Root Treatment: POSITION Position of Groove: Vertical Progression: Up BASE METALS Material Spec: Type or Grade: Thickness: Groove Diameter (Pipe): FILLER METALS AWS Specification: AWS Classification: Mfg. Trade Name: SHIELDING Flux: Gas: Electrode Flux Class: Flow Rate: Pass or Weld Layer(s) Contractor/Organization: Identification #: Revision: Date: By: Authorized By: Date: Manual Mechanized Type: Semiautomatic Automatic ELECTRICAL CHARACTERISTICS Transfer Mode (GMAW): Short-Circuiting Globular Spray Current: AC DCEP DCEN Pulsed Power Source: CC CV Other: Tungsten Electrode (GTAW) Size: Type: TECHNIQUE Stringer or Weave Bead: Multi-Pass or Single Pass (per side): Number of Electrodes: Electrode Spacing: Longitudinal Lateral: Angle: Contact Tube to Work Distance: Peening: Interpass Cleaning: PREHEAT AND INTERPASS TEMPERATURE CHART Base Metal Thickness Preheat (°F) Max Interpass (°F) POSTWELD HEAT TREATMENT Temp: Time: Double Weld No Root Face Dimension: Radius (J-U): No Method Fillet: Down Fillet Composition: Gas Cup Size: WELDING PROCESS Filler Metal Diam Current FOR FDOT USE ONLY Volts Travel Speed FOR CERTIFIED WELDING INSPECTOR (CWI) USE ONLY Signature Date JOINT DETAILS FOR FDOT CONSULTANT USE ONLY Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 675-070-08 MATERIALS 05/15 PROCEDURE QUALIFICATION RECORD (PQR) AWS D1.1 STEEL FABRICATOR CONTACT INFORMATION Facility Name: Facility Location: PQR #: PQR Date: Weld Date: REDCUED SECTION TENSILE TEST Specimen No. Width Thickness Specimen No. Type of Bend Result Area Ultimate Tensile Load, lbs Ultimate Unit Stress, psi Character of Failure and Location GUIDED BEND TEST VISUAL INSPECTION Appearance: Undercut: Piping Porosity: Convexity: Test Date: Witnessed By: Remarks Radiographic-Ultrasonic Examination RT Report No.: Result: UT Report No.: Result: Fillet Weld Test Results: See Results In Attached Form 675-070-01 Other Tests: All-Weld-Metal Tension Test Tensile Strength, psi: Yield Point/Strength psi: Elongation in 2 in., %: Laboratory Test No.: Welder’s Name: Tests Conducted By: *Attach Laboratory Test Results Comments Clock No.: Test Number: Stamp No.: Per: 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 of AWS D 1.1, Structural Welding Code – Steel (year) Preparer’s Signature (Authorized Representative of Contractor (Fabricator)) Date Witness Agency Signature Date Return both pages of this completed form to the FDOT State Materials Office Structural Materials Systems Field Operations Office. Page 2 of 2