HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-4-24
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Report of Inspection Services
Weldin~/High=Strength Boltin~ .
Client.
Ms Silva Sullivan
Chambers Development Co
2295 Coburg Road
SUite 200
Eugene, Oregon 97401
Project.
Sports Way Business Park-Ph 2
3783 International Way
Springfield, Oregon
Date:
Project No .
Report No..
Inspector
ID No:
04-24-07
2077031
E-16090
A Ackermann
AWS CWI97121621
Inspection of: High Strength Bolts
Fabricator or Erector West SIde Iron
Contractor: Chambers Construction Co
Shop: 0
Weather.
BP No..
Field Ii]
Overcast
C-06-01357
Arrrved onslte to perform tension Verification on the follOWing tension control high strength bolts 3/4" x 2"
(lot F2H2929700), 3/4" x 2 1/4" (lot A570008P1), and 3/4" x 2 1/2" (lot F2H1784500) Three (3) bolts of
each size and length were Installed and tightened In a Skidmore-Wilhelm tension control indicator and
tightened until tWisted-off The bolts tested Will meet and/or exceed the minimum tension requirement of
28 kips per A I S C manual '
Contractor Indicated our office when additional services are needed
.,
ReViewed By
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Dale A Weober
Structural Steel Supervisor
c Chambers Construction Co - Brian ErlcksQn (e-mail)
EriC Hall Architects - Steven Cho/Annette Rohde (e-mail)
Endex Engineering - (e-mail)
City of Springfield .,
RECEIVED
MAY 01 7007
DAWJm
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 matenal 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 wntten authonzatlon
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
63050 Corporate Place, SUite 2 Bend, Oregon 97701 phone (541) 382-4844 fax (541) 382-4846