HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-9-1
~if;.1
1I~,jlj[/I..I/~,~~qlllJillllll. Geotechnical & Construcbon SelVlces
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Boltina..
Client: Ms Kristen Karle
St Vincent de Paul
POBox 24608
Eugene, Oregon 97402
St Vincent de Paul
RetallfWarehouse Facility
4555 East Main St
Springfield, Oregon
Date:
Project No.'
Report No
Inspector
ID No'
ProJect:
Inspection of High Strength Bolts
Fabncator or Erector' NW Steel Structures
Contractor Melli Construction
Shop. 0
Weather'
BP No
09/01/06
2067065
E14032
M Pastier
5232606-85
ICC
Field 0
Clear
COM2005-01772
Met With erector on-site to verify the 1 1/8" high strength bolts were tensioned at beam to column
connections Nuts at all connections were rotated 1/3 turn to meet the requirements of turn-of-the-nut
method
To the best of our knowledge, the bolts checked are In conformance With drawings and applicable A I S C
anual Contractor was asked to notify our office when additional services are needed
Respectfully,
/1</ /;;gj~
f)'ale A Webber
Structural Steel Supervisor
c Melli Construction
Branch Engineering
City of Springfield
DAWJw
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) 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