HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-7-31
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Report of Inspection Services
WeldinQ/High-Strength Boltin~
Client: Ms Knsten Karle
St Vincent de Paul
POBox 24608
Eugene, Oregon 97402
Project.
St Vincent de Paul
Retall/Warehouse Facility
4555 East Main St
Spnngfleld, Oregon
Date:
Project No :
Report No..
Inspector
ID No,'
Inspection of: High Strength Bolts
Fabricator or Erector: NW Steel Erectors
Contractor: Melli Construction
Shop. 0
Weather:
BP No..
07/31/06
2067065
E13720
M Postler
5232606-85
ICC
Field. 0
Clear
COM2005-01772
Met on-sit with erector to venfy the 3/4" A325 high strength bolts were tensioned at beam to beam and
beam to column connections Checked 10% of the bolts at each connection uSing a calibrated torque
wrench set at previously established torque value
To the best of our knowledge, the bolts checked Will meet and/or exceed the minimum tension
reqUirements of the A I S C manual Contractor was asked to notify our office when additional services
are needed
Respectfully,
, AtI/ltMt
Dale A Webber
Structural Steel Supervisor
c Melli Construction
Branch Englneenng
City of Spnngfleld
DAWJw
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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 matenal evaluated As such, Informalion contained herein shall not be reproduced In part or full and/or any part
thereof be disclosed Without FEI Testing & Inspection, Inc 's wntten authonzalion
750 NW Comell Avenue CorvalliS, Oregon 97330 phone (541) 7574698 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) 3824844 fax (541) 3824846