HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-31 Page
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TWINS SINSPECrion,Kr. Report of Inspection Services
°lar ^sa,°,°° Geotechnical&ConstrtxionSewices Welding/High-Strength Bolting
Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 05-31-13
EWEB Intake Improvements Project No. 2127278
PO Box 10148 Springfield, Oregon Report No.: E-34022
Eugene, Oregon 97440 ` !n� Inspector: A. Wilson
�// ID No.: 09020961
AWS CWI
Inspection of: Welding V5t. 7 Shop: Ea Field: ❑
Fabricator or Erector: Double A Weather: Inside
Contractor: John Hyland Construction et—,50k 2,0/2--OCbb 6 BP No.: --
Performed continuous visual inspection on partial penetration groove welds during the fabrication of
structural stainless steel embed frame 8A. Reviewed welder certification and weld procedure
specification. Inspected fit-up and monitored amps, volts and travel speed by one (1) certified welder
using GMAW process ER308L electrode. Completed welds were checked for size, length, profile and
location. Completed studs were checked for full 360° flash and by ring/bend test.
Chris Mason (Double A)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 05-17-13
and applicable AWS D1.6 code, except if noted above.
Reviewed By: ��))
Michael L. Meyer
Technical Manager
c:
EWEB—Mike Stickling (email)
John Hyland Construction— Dave Shaw(email)
OBEC — Pete-Slocum (email)
City of Springfield
MLM:sc
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.
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