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GEOT E S T I Oak '.SZ' <br /> Bellingham�Arlington Oak Harbor <br /> www.geotest-inc.com <br /> RMA <br /> STRUCTURAL STEEL INSPECTION REPORT <br /> PROJECT: TerraPower Industrial Foundation JOB#: 23-3648 <br /> ADDRESS: 3301 Seaway Blvd, Everett, WA REPORT#: SS001 <br /> PERMIT#: DATE: 6/11/2024 <br /> CLIENT: Tiger Pearson Construction PAGE#: 1 of 2 <br /> CONTRACTOR: Tiger Pearson Construction INSPECTOR: Sean Rogerson <br /> Type of Inspection: Visual Welding at the Fabricator <br /> Item(s) Inspected Location <br /> Embed Plates-Automatically Timed Nelson Studs Part#M4(10),M5(2),M6(2),M7(2) <br /> Reference Drawing(s): Fabricator's Shop Drawings <br /> W Reference Welders Comments <br /> E Inspection Code Certification Welders Name/Cert. No. <br /> L AWS D1.1 he IBC WABO be Welder Certification on File <br /> p AWS D1.3 ❑ AISC 360, N /� AWS-SMAW El <br /> I AWS D1.4 AISC 341,J ❑ AWS-FCAW if <br /> N AWS D1.8 AWS-GMAW ❑ <br /> G Procedures Cl <br /> B Reference <br /> O <br /> Inspection Code Type Verification Method Comments <br /> L IBC ASTM A307 ❑ Turn-of-Nut ❑ <br /> T AISC 360,N U ASTM A325 Cal.Torque Wrench ❑ <br /> I ASTM A490 ❑ Snug-Tight ❑ <br /> N DTI ❑ Other ❑ <br /> G Twist-Off ❑ <br /> The above items were conforming Qr Nonconforming Items(see below) ❑ <br /> Comments: GeoTest was on site at the fabricator, Blue Star Welding, to provide visual weld <br /> special inspection for the embed plates noted above. The welds were visually found to conform <br /> with Clause 8 of AWS D1 .1 and the approved plans. <br /> COPIES:brady@tigerconstruction.us,Todd@tigerconstruction.us r Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc.(08-06-24) <br />