HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-11-13
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Page 1 of 1
11:"'IINI'f;41~.'~~lIlIIl~.lH. Gt.v~ U leal & Construdion Servio9s,
Report of Inspection Services
Weldina/HiahlStrenQth Bolting
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex
Phase II
~110 Pierce'Parkway'
Springfietd,Oregon
Date:
Project No.:
Report No.:
Inspector:
10 Na.:
11-13-08
2077102
E-21783
C. Walpole
01040131
AWS CWI
Field: 0
Overcast. . .
: "COM2007 -00828
'.
Inspection of:
Fabricator or Erector:
Contracior:
Puddle Welds
Ridge Construction
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
'~ ---
Performed visual inspection of puddle welds and button punch in sheet metal roof decking at the west
entry portico near line 11C. Completed welds were checked for size, length, profile and location.
Contractor was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with structural drawings and applicable
'AWS 01.3 code, except if noted above.
Reviewed By:
Ih.~,~
Michael L. Meyer
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
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NOJl-2] '.
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MLM:sc
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 andlor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization.
750 NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
2954D 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
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".",,11:''''1>1''''''.'''. Geotechnical & ConslrucIion Selvioes
. Page 1 of 1
,
Report of Inspection Services
Weldin~/High-$trength Bolting
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:
ID No.:
09-19-08
2077102
E-21269
C. Walpolel K. Green
01040131
AWS CWI
Field: 0
Inside
,rC()M~Q()I -Q08~)
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metalsome
Wildish Building Co.
Shop: ~
Weather:
BPNo.:
Performed visual inspection of the following fabricated columns: six (6) 1-A and two (2) 1-B. Completed
welds were checked for size, length, profile and location.
Rich (Metalsome) was asked to notify our office when additional services are needed.
To the. best of our knowledge, the work checked is in conformance with shop drawings dated 09-17-08
and applicable AWS D1.1 code, except if noted above.
Reviewed By:
fJ1.'i.~
Michael L. Meyer
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:sc
."
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and peitahls to the specific
process and/or material e.valu~ted. 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 t#V 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
. 63050 Corporate Place, Sulle2' Bend, Oregon 97701 . phone (541)'382-4844' fax (541) 382-4846
,
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".,,,,,,,,.,,,,"',,,,,."'. Geo1Echnical & Construction Services
Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-Strenath Boltin~
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:
ID No.:
Inspection of:
Fabricator or Erector:
Contractor:
Shop: ~
Weather:
BPNo.:
Welding
Metalsome
Wildish Building Co.
09-26-08
2077102
E-21333
K. Green
8003776
AWS
Field: 0
Inside
'(;01,12007 -00828
Performed continuous visual inspection during flare bevel groove welds. 'Inspected fit up and monitored
amps, volts and travel speed by three (3) certified welders using E71T-1 electrode and FCAW process.
Work was completed on trusses 5-A, 6-A and 7-A.
Completed welds were checked for size, length, profile and. location.
Rich (Metalsome) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with shop drawings dated 09-17-08
and applicable AWS D1.1 code, except if noted above.
Reviewed By:
(h . -i.~ ----
Michael L. ~eyr
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulling Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:sc
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 withoutFEI Testing & Inspection, Inc.'s written authorization.
750 NW Come!1 Avenue. Corvallis, Oregon 97330, phone (541)757-4698 . fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402' phone (541) 68<h3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
. (IF21
Geo1ed1nica1 & ConstJUction SeIvices
Compressive Strength of Concrete.
(ASTMC 39)
. 11!)"IIHet;.I~,~;.tlltl~lllufll .
CLIENT Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
. Eugene: Oregon 97401
PROJECT . LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
.B.P. NO.' CCOM200?':()082W
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
09-05-08
4000 psi
4000 psi
40-1K
CAST BY
A. Fenstermacher
. SACKS
CEMENT
1 . TICKET NO,
74"F YARDAGE
7TF . WEATHER .
West portico footings.
3223044
7.0 . OF 7:0
Clear
TEST AGE AREA WEIGHT TotAl COM PRESSIVE
DATE (DAYS) {IN.'} (LBS) LOAD (LBS) STRENGTH (PSIl
09-12-08 7 12.56 . 8.3 54100 4310
10-03-08 28 12.56 8.3 74400 5920
10-03-08 28 12.56 8.3 74700 5950
Hold
DATE'
PROJECT NO.
. REPORT NO. .
10-03-08
2077102
6010
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:00 AM
7:50 AM
7:55 AM
5935
09-06-08
4" x 8'~
Knife River
314"
5114"
10:55 AM
ASTM C31
TYPE OF
FRACTURE-
'6
3
6
**1 - End Cones . 2 - Cone/Split
3"- Columnar
4 - Diagonal
5:' Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Ian (Wildish Building Co.)was advised of on"site test results.
Reviewed By:
/IJ . 'i. I~ ----
Michael L. ~~yeo--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
. City of Springfield
MLM:sc
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'J*,:sting & Inspection, Inc.'s written auth<?rization.
750 tw CanelIAvenue' CavaIIis, Q-egl1 97330. phaJe(541) 757-4698 . fax (541) 757-2991
. 29540 BAirpat Road . Eugene, Q-egl197402 . phaJe (541) 684.J849. fax (541 )684J851
63050 Corporate Place,. Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
A"W.... ;
...~tt~
1U~'lltlrf;.f~.'~;tllm_
Geoted1nical & ConstrucIion Selvices
Compressive Strength of Concrete
(ASTM C 39) .
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
B.P. NO. lCQ~2007-00828..\
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
. .
LOAD 1 SA'M~LEi>' "',
CAST BY
A. Fenstermacher
09-09-08
4000 psi
4000 psi
40-1K
AEA
1 TICKET NO.
80'F YARDAGE
77'F WEATHER
Radio anten~a footing.
j.'-'
SACKS
CEMENT
3223149
7.0 OF 21.0
Clear
~_,,' :;. '"-/'0" -. f....i ;.'10
From firstlift.
TEST AGE AREA WEIGHT. TOTAL COMPRESSIVE
DATE (DAYSl (IN.'t (LBSt LOAD (LBSt STRENGTH (PSn
I 09-16.08 7 12.56 8.4 58400 4650
I 10-07.08 28 12.56 8.5 78300 6230
~ 10-07-08 28 12.56 8.4 79200 6310
Hold
"* 1 - End Cones
DATE
PROJECT NO.
REPORT NO. .
10-07-08
2077102
6015
DATE RECEIVED
SPECIMEN'SIZE
'SUPPLlER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
09-1 0.08
4" x8"
~'Knife River
314"
4"
1:15 PM
ASTM C31
AVERAGE
STRENGTH
(Psn
TIME OF TYPE OF
TEST FRACTURE"
8:15 AM 6
3:45 PM 5
3:50 PM I 6
I
6270
2 - Cone/Splil
3 - Columnar
4 - Diagonal
5 - Side (lop and bottom)
6 - Side (lop or bottom)
REMARKS: Ian (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
e~l~f:tI
Technical Manager
Barrantine Bates Lee - (e-mail)
, I<pfi" Cimsulling Engineers - (e-mail)
Oregon Military Dept. - (e.mail)
Knife River - (e.mail)' .. -'"
City of Springfield
c:
MLM:sc
.-,.
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 orfull and/or any part
thereof be disclosed withoutFEI Testing & Inspection, Inc.'s written authorization. '
7ffJ WJ CanelI Avenue. CavaI~, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991
29540 BAirpatRood' ELJge"18, Oregon 97402 . phone (541 )6MJ849. fax (541) 684-Wj1
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~,._.v.. ,"".; r:~",J!1I" "-'; """
, , ~ ~~, ..
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RECEIVED
ocr 2 8 7r,ns
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1I~'""":."'lmltlt'."'" Geotechnical & Construcfun Servires
Page 1 of 1
Report of Inspection Services
Weldina/Hiah-Strenath Boltin!:!...
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.:
10-21-08
2077102
E-21580
K. Green
8003776
ICC
Field: ~
Clear
iQ.OM)OO!:0082S- )
Inspection of:
Fabricator or Erector:
Contractor:
Welding ,
Omlid Sweeny
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of structural field welds on the west portico and west puddle welds and button
punch on the roof deck of the south portico. Completed welds were checked for size, length, profile and
location. Puddle welds and button punch were checked for size and location.
.'. . Ian (Wildish) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with drawings dated 09-17-08 and
applicable AWS D1.1 and D1.3 codes, except if noted above.
Reviewed By:
~~e~~
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept - (e-mail) . .
City of Springfield
."
'MLM:sc
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 shalf not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
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
63050 Corporate Place, Suite 2 . Bend, Oregon 97701. phone (541)382-4844' fax (541) 382-4846
S, ....I
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Geotechnical& Construction Services
1t~'II~ICI;"II.'lIUllm.lH.
November 21, 2008.
Project No. 2077102
Report No. E-21849
Mr. Jim Thomas
Wildish Building Co.
PO Box 7428
Eugene, Oregon 97401
RE: LCARFC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
BP Number- COM2007-00828
Dear Thomas:
As requested, our representative visited the above referenced project on 'November 17, 2008 to place
two (2) moisture test kits on the 1" floor slab at randomly selected locations. Test locations were
prepared and the kits were installed per manufacturer's instructions. The test kits were left in place for
approximately 69.5 hours and were then collected on November 21, 2008. Results of the tests have been
summarized in the table below.
Calcium'Chloride Moisture Vapor Emission Test
ASTM F 1869-04
Total Weight Lbs/per 1000 Sq. Ft
Approximate Location Hours Gain (g) in 24 Hours
I Assembly Hall on line 11A.5 69.5 3.3 5.6
I Physical Fitness room 69.5 3.3 5.6
TemperaturelHumidity Data
Air Temperature
Relative Humidity
Beginning of Test
660
61%
End of Test
660
61%
Reviewed By:
jJ7.-rj~
Michael L..~~r
Technical Manager
c: Barrantine Bates Lee - (e-mail) . Oregon Military Dept. - (e-mail)
KPFF Consulting Engineers - (e-mail) City of Springfield MLM:sc
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 andfor material
evaluated. As such, information contained herein shalf not be reproduced in part or full.and!or any part thereof be disclosed without FEI Testing &
Inspection, Inc.'s written authorization.
7m rm Cornell Avenue' CavaI~, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402, phone (541)684-3849' fax (541)684.J851
63050 Cv,f^-'o", Place, Suile2' Bend, Oregon 97701 . phone (541 )382-4844' fax (541 )382-4846