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/ /� 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com <br /> o <br /> *�.►tirr/TT 20611 67th Ave.NE. Unit A.Arlington, WA 98223 <br /> phone:(360)733.7318 toll free:(888)251.5276 fax (360)733.7418 <br /> STRUCTURAL STEEL INSPECTION REPORT <br /> PROJECT: Cargo Transit Shed Relocation JOB#: 18-0297 <br /> ADDRESS: Everett,WA REPORT#: SS003 <br /> PERMIT#: B1803-043 DATE: 8/30/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Tim Martin <br /> Type of Inspection: Visual Field Welding <br /> Items)Inspected Location <br /> Fillet Welds of Post Brackets to Plinth Cap Plate Line B/3 to 9,C/12,D/3 to 9,D/12 <br /> Partial Penetration Groove/Fillet Welds WF Column to Plinth Cap Plate Line B/12 <br /> I <br /> . I <br /> Reference Drawing(s): SSK-1(Alternate Detail 1) S5.4 Detail 10 <br /> w Reference i Welders Comments <br /> E Inspection Code I Certification Welders Name/Cert.No. <br /> L AWS D1.1 be IBC kr WABO Lyle G. Proctor W03713 7/1/19 <br /> o AWS D1.3 Li AISC 360,N kr AWS-SMAW Li <br /> (- AWS D1.4 ❑ AISC 341,J ❑ AWS-FCAW ,`y/r <br /> N AWS D1.8 ® AWS-GMAW <br /> G Procedures LI <br /> B Reference <br /> Inspection Code Type Verification Method Comments <br /> i IBC !J ASTM A307 U Turn-of-Nut u i <br /> T AISC 360,N Li ASTM A325 ❑ Cal.Torque Wrench ❑ <br /> i ASTM A490 Li Snug-Tight U <br /> N DTI 0 Other ❑ <br /> G Twist-Off ❑ <br /> The above items were conforming Nonconforming Items(see below) U <br /> ry! <br /> Comments: GeoTest was on site as requested to inspect the above items. <br /> The above connections were in conformance with the project drawings and were visually <br /> acceptable in accordance with table 6.1 of the AWS D1.1 code. <br /> COPIES: GeoTest Services Inc Port of Everett Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc.(09-06-18) <br />