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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-9-1 ~if;.1 1I~,jlj[/I..I/~,~~qlllJillllll. Geotechnical & Construcbon SelVlces Page 1 of 1 Report of Inspection Services Welding/High-Strength Boltina.. Client: Ms Kristen Karle St Vincent de Paul POBox 24608 Eugene, Oregon 97402 St Vincent de Paul RetallfWarehouse Facility 4555 East Main St Springfield, Oregon Date: Project No.' Report No Inspector ID No' ProJect: Inspection of High Strength Bolts Fabncator or Erector' NW Steel Structures Contractor Melli Construction Shop. 0 Weather' BP No 09/01/06 2067065 E14032 M Pastier 5232606-85 ICC Field 0 Clear COM2005-01772 Met With erector on-site to verify the 1 1/8" high strength bolts were tensioned at beam to column connections Nuts at all connections were rotated 1/3 turn to meet the requirements of turn-of-the-nut method To the best of our knowledge, the bolts checked are In conformance With drawings and applicable A I S C anual Contractor was asked to notify our office when additional services are needed Respectfully, /1</ /;;gj~ f)'ale A Webber Structural Steel Supervisor c Melli Construction Branch Engineering City of Springfield DAWJw ThiS report and/or enclosed test data IS the confidential property of the client to whom It IS addressed and pertains to the specifiC process and/or material evaluated As such, Information contained herein shall not be reproduced In part or full and/or any part thereof be disclosed Without FEI Testing & Inspection, Inc 's written authOrization 750 NW Comell Avenue CorvalliS, Oregon 97330 phone (541) 7574698 fax (541) 757-2991 29540 B Airport Road Eugene, Oregon 97402 phone (541) 684-3849 fax (541) 684-3851 63050 Corporate Place, SUite 2 Bend, Oregon 97701 phone (541) 3824844 fax (541) 3824846