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T 1.8882SIS276 <br /> Bellingham I Arlington I Oak Harbor <br /> (009 wvvw.geotest-inc.com <br /> AnRMACompany <br /> STRUCTURAL STEEL INSPECTION REPORT <br /> PROJECT: Bridge Point Everett 500-Fastsigns TI JOB#: 24-1489 <br /> ADDRESS: 5900 36th Avenue West, Everett,WA REPORT#: ss001 <br /> PERMIT#: B2403-091 DATE: 6/5/2024 <br /> CLIENT: Bridge Industrial PAGE#: 1 of 2 <br /> CONTRACTOR: Northway Construction Inc. INSPECTOR: Dan Weaver <br /> Type of Inspection: Visual Welding at the Fabricator <br /> Item(s) Inspected Location <br /> 1/4"Fillet on Tube Steel Columns Mark#1A,1 B,2A,2B,3A,36,4A <br /> 1/4"Welds on Bracket Assembly Mark#46,4B,4C <br /> Reference Drawing(s): Shop Drawings <br /> W Reference Welders Comments <br /> E Inspection Code Certification Welders Name/Cert. No. <br /> L AWS D1.1 /e IBC be WABO he Edward A Soroe#W03676 Expires 4-2025 <br /> p AWS D1.3 ❑ AISC 360, N Fof AWS-SMAW El <br /> I AWS D1.4 AISC 341,J ❑ AWS-FCAW if <br /> N AWS D1.8 AWS-GMAW ❑ <br /> G Procedures <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 ❑ Nonconforming Items(see below) Q� <br /> Comments: AMENDED 6-27-24: GeoTest received a copy of the approved Construction <br /> Permit. <br /> GeoTest was on site as requested by the fabricator AAA Welding to perform visual weld <br /> inspection. The above fillet welds were visually found to conform with the project plans and <br /> Table 8.1 of the AWS D1.1. This report will remain non-conforming until the issuance of a <br /> building permit from the(JHA)jurisdiction having authority. <br /> COPIES:bfox@rmacompanies.com,brian@northwayinc.com,jason@northwayinc.com,smayes@bridgeindustrial.com Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc.(07-01-24) <br />