HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-8-8
~""J
~~tt
1I~'lIllrt.tll~'~~.lilj,.I/L. Geotechnical & Construcbon SeMCBS
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Boltin9.-
Client.
Ms Kristen Karle
St Vincent de Paul
POBox 24608
Eugene, Oregon 97402
Project
St Vincent de Paul
Retail/Warehouse Facility
4555 East Main St
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector'
ID No.:
08-08-06
2067065
E13808
L Postler
ICC 5232606-85
Inspection of: High Strength Bolts
Fabricator or Erector. NW Steel Structure
Contractor: Melli Construction
Shop' 0
Weather:
BP No.:
Field. 0
Clear
COM2005-01772
Met on-site with erector to verify the 1" A325 high strength bolts were tensioned at beam to beam and
beam to column connections All connections were checked The nuts were rotated 1/3 turn to meet the
turn-of-the-nut method requirements
To the best of our knowledge, the work checked IS In conformance with draWings and applicable A I S C
manual Contractor was asked to notify our office when additional services are needed
;;;//;;$
Dale (/ Webber
Structural Steel Supervisor
c Melli Construction
Branch Engineering
City of Springfield
DAWJm
Th[s report and/or enclosed test data [s the conf[dent[al property of the client to whom [t [s addressed and pertains to the specific
process and/or material evaluated As such, information contained herein shall not be reproduced [n part or full and/or any part
thereof be d[sclosed without FEI Tesling & Inspect[on, Inc 's written authorlzat[on
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
1';'<(11:;(1 rf'\rnf'\r~to Dbf'O <::, "to? Ronrl r'lrOf'1f'\n Q77n1 nhf'\no (t;L11 \ ~A?...4AM f~v (t;L11 \ ~A?...4A4R