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TESTINGSIHSPECTION,ir. Report of Inspection Services
<o,echnicoI8 Construction Services Geotedlnical&c«,swdionServices Welding/High-Strength Bolting
Client: Mr. Kelly Staines Project: LTD—Storage Shed Addition Date: 05-08-13
Lane Transit Dist. 3500 E. 17th Ave. Project No.: 2137074
PO Box 7070 Eugene, Oregon Report No.: E-33824
Eugene, Oregon 97401 Inspector: A. Wilson
ID No.: 8049931
ICC
Inspection of: High Strength Bolts Shop: ❑ Field: BI
Fabricator or Erector: MBSI Weather: Sunny
Contractor: Chambers Construction BP No.: Pending
Arrived on-site to verify the A325 high strength bolts had been brought into tension at each beam to
column connections along lines A thru D, between lines 1.2 & 2. Verified the nuts had been tightened the
• additional 1/3 turn from snug-tight condition using match marking techniques for the turn-of-the-nut
method.
MBSI representative was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with Butler Building drawings dated 02-
19-13 and applicable AISC manual, except if noted above.
Reviewed By:
Michael Mee
Technical Manager
c:
Chambers Construction—Shawn Hussey(email)
Chambers Construction — Chris Boyum (email)
City of Springfield — Robert Castile (email)
•
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 8 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)6843849•fax(541)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 'phone(541)382-4844•fax(541)382-4846