Laserfiche WebLink
CERTERRA <br /> 1 <br /> f GEOTEST <br /> STRUCTURAL STEEL INSPECTION REPORT <br /> PROJECT: OPS East Storage Rack Replacement JOB#: 25-1374 <br /> ADDRESS: 1802 75th St SW, Everett,WA REPORT#: SS001 <br /> PERMIT#: DATE: 5/1/2025 <br /> CLIENT: Snohomish County PUD PAGE#: 1 of 2 <br /> CONTRACTOR: Snohomish County PUD INSPECTOR: Tim Martin <br /> Type of Inspection: Visual Field Welding for Modified Racks <br /> Item(s) Inspected Location <br /> Rack Base Plate Fillet Welded to Tube Post 9 Units <br /> Rack Relocated Tube Brace 9 Units <br /> Reference Drawing(s): Manufacturer's drawings. <br /> W Reference Welders Comments <br /> E Inspection Code Certification Welders Name/Cert. No. <br /> L AWS D1.1 /V IBC WABO ❑ Chris George ID#21337 <br /> p AWS D1.3 ❑ AISC 360, N /� AWS-SMAW <br /> I AWS D1.4 AISC 341,J ❑ AWS-FCAW <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 Qr Nonconforming Items(see below) ❑ <br /> Comments: Certerra was on site as requested to inspect the above items. One of the two post <br /> to racking support assemblies was shortened to accommodate the installation onto a curb. A <br /> new base plate was welded to one of the two steel posts. In addition to the base plate the <br /> bottom horizontal brace was relocated approximately 6" above it's original location. Welds <br /> matched the original fabricated welds and met visual inspection criteria of D1.1. <br /> COPIES:bmparks@snopud.com,djschneider@snopud.com Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc.(05-05-25) <br /> certerra.com 20527 67th Ave.NE,Arlington,WA 98223 T:360.733.7318 <br />