W912P5-17-B-0015_TSpecs_050523pg3-_AMD_003.pdf
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Revised Technical Specification Section 05 05 23 Pg3
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Site, Demolition and Utility Relocations Kentucky Lock Addition W912P5-17-B-0015 Grand Rivers, Livingston County, KY
Welding Quality Assurance Plan
SD-03 Product Data
Welding Procedure Qualifications; G Welder, Welding Operator, and Tacker Qualification Inspector Qualification Previous Qualifications Pre-Qualified Procedures Welding Electrodes and Rods
SD-06 Test Reports
Nondestructive Testing
SD-07 Certificates
Certified Welding Procedure Specifications (WPS) Certified Brazing Procedure Specifications (BPS) Certified Procedure Qualification Records (PQR) Certified Welder Performance Qualifications (WPQ) Certified Brazer Performance Qualifications (BPQ)
1.3 QUALITY ASSURANCE
Except for pre-qualified (in accordance with AWS D1.1/D1.1M ) and previously qualified procedures, each Contractor performing welding must record in detail and qualify the welding procedure specification for any welding procedure followed in the fabrication of weldments. Conform welding procedure qualifications to AWS D1.1/D1.1M , AWS D1.8/D1.8M and to the specifications in this section. Submit for approval copies of the welding procedure specification and the results of the procedure qualification test records for each type of welding which requires procedure qualification and the welder, welding operator, or tacker qualification test records.. Approval of any procedure, however, does not relieve the Contractor of the sole responsibility for producing a finished structure meeting all the specified requirements. Submit this information on the forms in Annex M of AWS D1.1/D1.1M . Individually identify and clearly reference on the detail drawings and erection drawings all welding procedure specifications, or suitably key them to the contract drawings.
In case of conflict between this specification and AWS D1.1/D1.1M , this specification governs.
1.3.1 General Requirements
Fabricate work in an AISC Certified Fabrication Plant, Category Std .
Work must be erected by an AISC Certified Erector, Category CSEA .
a. For Structural Projects, provide documentation of the following:
(1) Component Thickness 1/8 inch and greater: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D1.1/D1.1M .
(2) Component Thickness Less than 1/8 inch: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D1.3/D1.3M .
(3) Reinforcing Steel: Qualification documents (WPS, PWR, and WPQ) in accordance with AWS D1.4/D1.4M .
SECTION 05 05 23 Page 3
| Section 05 05 23 Amend 3 Revision |
| Section 05 12 00 Amend 3 Revision |
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