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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-8-8 ~""J ~~tt 1I~'lIllrt.tll~'~~.lilj,.I/L. Geotechnical & Construcbon SeMCBS Page 1 of 1 Report of Inspection Services Welding/High-Strength Boltin9.- Client. Ms Kristen Karle St Vincent de Paul POBox 24608 Eugene, Oregon 97402 Project St Vincent de Paul Retail/Warehouse Facility 4555 East Main St Springfield, Oregon Date: Project No.: Report No.: Inspector' ID No.: 08-08-06 2067065 E13808 L Postler ICC 5232606-85 Inspection of: High Strength Bolts Fabricator or Erector. NW Steel Structure Contractor: Melli Construction Shop' 0 Weather: BP No.: Field. 0 Clear COM2005-01772 Met on-site with erector to verify the 1" A325 high strength bolts were tensioned at beam to beam and beam to column connections All connections were checked The nuts were rotated 1/3 turn to meet the turn-of-the-nut method requirements To the best of our knowledge, the work checked IS In conformance with draWings and applicable A I S C manual Contractor was asked to notify our office when additional services are needed ;;;//;;$ Dale (/ Webber Structural Steel Supervisor c Melli Construction Branch Engineering City of Springfield DAWJm Th[s report and/or enclosed test data [s the conf[dent[al property of the client to whom [t [s addressed and pertains to the specific process and/or material evaluated As such, information contained herein shall not be reproduced [n part or full and/or any part thereof be d[sclosed without FEI Tesling & Inspect[on, Inc 's written authorlzat[on 750 NW Comell Avenue Corvallis, Oregon 97330 phone (541) 757-4698 fax (541) 757-2991 29540 B Airport Road Eugene, Oregon 97402 phone (541) 684-3849 fax (541) 684-3851 1';'<(11:;(1 rf'\rnf'\r~to Dbf'O <::, "to? Ronrl r'lrOf'1f'\n Q77n1 nhf'\no (t;L11 \ ~A?...4AM f~v (t;L11 \ ~A?...4A4R