HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-6-30
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GeotechnciJ & ConstrucIion Services
Daily Construction Report
Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date:. 06-30-08
Wildish Building Co. BLM/FS Warehouse. Project N.o.: 2077102-701
P.O. Box 7428 3110 Pierce Parkway' Report N.o.: E-20507
Eugene, Oregon 97401 Springfield, Oregon Inspector: M. Meyer
10 N.o.:
Inspection of: Sitework Weather: Clear/850 - .Continuous Inspection: 0
Contractor: Wildish Building Co. B.P. N.o. COM2007-01740,' Periodic Inspection: 0
Met on_site with Tony Dean (WBC) to observe exposed subgrade soils around the
south end of the loading dock and extending into the southwest corner of the site. In
order to asc~rtain uniformity, of the existing soil. a proofrollwas conducted using a
loaded double axle dump truck weighing approximately 42000 Ibs. The materials in
the southwest corner are relatively firm and stable, at this time. Soft. yielding soil
was idenlified south of the dock and near the dock delivery lane.
Observed excavation of a small test pit near an existing power. pole and southeast
of the dock. Relatively firm stable soil was encountered approximately 12 to 14
inches below existing grade. Mr. Dean stated that unslable material will be
removed and replaced with imported granular fill. Mr. Dean was advised that based
on our observation of. the exposed materials just to the' north' of the existing dock
calch basin, the depih of over-excavation may be able to be decreased as work
progresses to the north and east. Mr. Dean was asked to notify our office when
addilional services are needed.
Reviewed By:
(1. '1,'.. ~~
Michael L. M~ye(J~' ,
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
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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 material evaluated. As
such, information contained herein shalln9t be reproduced in part or full,and/or any part thereof be discl9sed without FEI Testing & Inspection, "Inc.'s written authorization.
7fiJ rm CanelIAvenue' CorvaI~. Qegon 97330, pha1e (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene. Qegon 97402, pha1e(541)684J849 .fax(541)6M3851 .
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Page .1 of 1
Report of Inspection Services
Welding/High-Strength Boltinq
Client: Mr. Jim Thomas
Wildish Building Co.
p:O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex
Phase I!"
. 3110 Pierce Parkway
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Shop:. []
Weather:
BP No.:
Welding
Halhaway
Wildish Building Co.
07-07-08
2077102
E-20517
L. Postier
06120541
AWS CWI
Field: Iil
Clear
COM2007 ~00828
Performed visual inspection on the south elevator sheet metal st~d wall per details 1 and 2/S-701.
Completed welds were checked for size, length, profile and location. Note: the cross brace strap.
connections were not completed per the detail and the contractor stated when the repairs were completed
lhey will contact our office for are-inspection.
.. To the best of our knowledge, the work checked is in conformancewith structural drawing dated 06-28-07
and applicable AWS D1.3 code, except if noted above.
Reviewed By:
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. DaleA Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW:jw
This report and/or enclosed test data is'the confidential property of the'clienUo whom it is addressed and pertains to the specific
process and/or material evaluated. As suchi'info'rmation contained h~rein shall not be reproduced in part orfutl and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
750 t#J Comell Avenue . Corvallis. Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirpoit Road' Eugene, Oregon 97402. phone (541) 68<h"3849' fax (541) 684::3851
63050 Corporate Place,Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-StrenQth BoltinQ
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: lCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No::
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Ecklund Industries
Wildish Building Co.
Shop: Ii:!
Weather:
BPNo.:
07-08-08
2077102
E-20535
C. Walpole
01040131
AWS CWI
Field: 0
Inside
COM2007-00828
Performed visual inspection on the following fabricated structural steel components: columns A8. B8 and
C8; beams B01, B02, B03, B04, B05, B06. B07. B08. (4) B09 and (4) B10; connection plates (3) CPR and
(3)CPl and embeds (10) KEI. Completed welds were checked for size, length, profile an~.location.
Fabricator was. asked to notify our office when additional services are needed.
To the best of our knowledge, lhe work checkea is in conformance with shop drawings dated 06-25-08
and applicable AWS D1.1 code. except if noted above.' . .
. .
Reviewed By:
~i~
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers -.:. (e-mail)
Oregon Mililary Dept. - (e-mail)
City of Springfield : .
DAW:jw
This report an~/or enclosed test data is ~he confidential property of the client to whom iUs addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part Of full and/or any part
ther~of be disclosed withoilt FEI Testing & Inspection, Joe: 's written authorization.
750 NW ComellAvenue' Corvallis. Oregon 97330, phone (541) 757-4698, iax(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)382-4646
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
. Eugene, Oregon 97401.
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
Gov~"; "liCa1 & Construction Servires
Compressive strength of Concrete
(ASTM C 39)
PROJECT
LCAFRC Complex Ph. II
BLM/FS Warehouse
3120 p'ierce Parkway
Springfield, Oregon
COM2007-01740
DATE
PROJECT NO.
REPORT NO.
07-09'08
2077183
5928
B.P. NO.
06-11-08 CAST BY R. Marjama DATE RECEIVED 06-12-08
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-1 K CEMENT MAX SIZE AGG. 3/4"
WRDA 64 AIR CONTENT 5.5%
1 TICKET NO. 3158455 SLUMP 61/4"
64" F YARDAGE 10.0 OF 30.0 TIME 9:15 AM
56" F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31
Loading dock ramp walls off southwest comer of BLM warehouse and loading dock ramp walls on north
side of phase 2'building on lines 5 and 7.
Ramp walls -: BLM warehouse.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI). TEST FRACTURE-
06-18-08 7 12.56 8.2 55100 .4390 8:50 AM 5
07-09-08 28 12.62 8.3 75000 5940 8:30 AM 5
07-09-08 28 12,62 8,3 79100 6270 6110. 8:35 AM 5
Hold
**1 - End Cones 2 - Cone/Split 3 - Coluf!1 nar 4 - Diagon~l 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Ian (Wild ish Building Co.) was advised of on-site test res~lts.
Reviewed By:
jJ1. 'f(,/Juu,-
Michael L. ;'e~eO-
Technical Manager
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers -(e'inail)
Oregon Military Dept. - (e-mail)
Knife River ~ (e-mail)
City of Springfield
c:
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RECEIVED
JUL 1 5 Z006
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 Te51ing& Inspection, Inc.'s written' authorization.
750 NoN ComeIIAvenue. CoIvaIlis, Oregon 97330. phone (541) 757'4698. fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phcre (541) 684.J849 ,fax (541) 684J851
63050 Corporate Place, Suite 2. Bend, Oregong7701 . phone (541 )382-4844' fax (541) 382-4846-
. - . . . .