HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-1-15
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Report of Inspection Services
WeldinQ/HiQh-StrenQth BoltinQ
U:"'lh'II'I:"I/"'~:t1l1ll.IIIW Geotechnical & Consbuction Services
Client: Ms. Kristin Karle
St. Vincent de Paul
P.O. Box 24608
Eugene, Oregon 97402
Project:
The Royal Building
501 Main Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metal-Some Fabrication
Meili Construction
Shop: Ii2I
Weather:
BPNo.:
01-15-07
2067145
E15114
C. Walpole
01040131
AWSCWI
Field: 0
Inside
COM2006-00624
Performed visual inspection on' the following fabricated structural steel components: beams 3A, (2) 3B,
3C, 3D, (3) 3F, 3K, 3M, 3P and 3T and embeds (10) 2A, 2C and (6) 9A. Completed welds were checked
for size, length, profile and location. Headed and threaded shear studs were checked for 3600 flash and
by ringlbend test.
To the best of our knowledge, the work checked is in conformance with shop drawings and applicable
AWS D1.1 code. Fabricator was asked to notify our office when additional services are needed.
Reviewed By:
tit t:~
Structural Steel Supervisor
c: Meili Construction - Curt Meili (emailed)
Meili Construction - Curt Dawson (emailed)
Bergsund Delaney Architecture & Planning (emailed)
Hohbach-Lewin Structural Engineers - Vicki Bourcier (em ailed)
City of Springfield
DAW:jw
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RECEIVED
JAN 2 2 7007
This report and/or enclosed lest 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) 757-4698, fax (541 )757-2991
29540 BAirport 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