HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-12 FE, Page 1 of 1
[ES[IHG5/MSPfcnan,l�. Report of Inspection Services
Goom<hnlaelB Coni1ruc1ion$ervice, Geotechnical&Construction Services Welding/High-Strength Bolting
Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 06-12-13
Giustina Resources 200 International Way Project No. 2137002
PO Box 529 Springfield, Oregon Report No.: E-34111
Eugene, Oregon 97440 Inspector: A. Wilson
ID No.: 09020961
AWS CWI
Inspection of: Welding Shop: Ed Field: ❑
Fabricator or Erector: Gibson Steel Weather: Inside
Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519
Performed visual inspection on fabricated structural steel jambs 2C (2 pieces). Completed welds were
checked for size, length, profile and location.
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Note: weld detail was not available at the time of inspection. Plate was welded with 3/16" welds
both side in a staggered pattern. FOR approval is needed for as-built condition.
Mike (Gibson Steel) was asked to notify our office when additional services are needed.
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To the best of our knowledge, the work checked is in conformance with applicable AWS D1.1 code,
except if noted above.
Reviewed By:
Michael L. Me r
Technical Manager
c:
Chambers Construction Co. — Brian Erickson (email)
Chambers Construction Co. —Jack Makarchek (email)
Robertson Sherwood Architects —Scott Stolarczyk(email)
City of Springfield
MLM:sc
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This report and/or enclosed test data is the confidential properly 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.
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62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844 fax(541)382-4846