HomeMy WebLinkAboutMiscellaneous Compliance Report 2013-4- �� Page 1 of 1
Arel rr, Report of Inspection Services
WONG8,IIISPErnow,lttc Geofeduiical&CorstructionServices Welding/High-Strength Bolting
Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 04-02-13
Giustina Resources 200 International Way Project No. 2137002
PO Box 529 Springfield, Oregon Report No.: E-33560
Eugene, Oregon 97440 Inspector: A.Wilson
ID No.: 09020961
AWS CWI
Inspection of: Welding Shop: ® Field: El
Fabricator or Erector: Gibson Steel Weather: Inside
Contractor: . Chambers Construction Co. BP No.: 811-SPR2012-02519
Performed visual inspection on fabricated structural steel columns 1A, 1B, 1C, 2A& 2B. Completed welds
were checked for size, length, profile and location.
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Mike (Gibson Steel)was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with shop drawings dated 03-15-13
and 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)
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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 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)757-4698 fax(541)757-2991
29540 B Airport Road•Eugene,Oregon 97402.phone(541)684-3849•fax(541)684-3851
62979 NE Plateau Drive,Suite 3.Bend,Oregon 97701 .phone(541)382-4844•fax(541)382-4846