HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2007-11-1
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11~'IIUfl;lIm~'lll:"llln'.m" Geotechnical & Construction ~ .
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Page 1 of 1
Report of Inspection Services
WeldingiHigh-Strength 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
,!,.
Da~e:
Project No.:
Report No.:
Inspector:
.10 No.:
\!.
,
Shop: Ii:!
Weather:
BPNo.:
07-23-08.
2077102
E-20707
D. Webber
93050801
AWS CWI
Field: 0
Inside
[CoMio~7-00~28 _(
Inspection of: .
Fabricator or Erector:
Contractor:
Welding
Ecklund Industries
Wildish Building Co.
Performed visual inspection on five (5) fabricated structural steel trusses for portico addition. Completed
welds were checked for size, length, profile and location.
Fabricator was asked to notify our office when additionai services are needed.
To the best of our knowledge, the work checked is in conformance with shop drawings dated.07-11-08
and applicable AWS D1.1 code, except if noted above.
, ~"""'~
Reviewed By:
-~ ':&/h_
~~btfe'~~
Structural Steel Supervisor
c; Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-maii)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW: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 shall not be reproduced in part or full and/or any part
. thereof be disclosed without FEI Testing & Inspection,' Inc.'s written authorization.
7fiJ NN Cornell Avenue.' Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991
29540 B Airport Road' Eugene, Oregon 97402. phone(541)6~849' fax (541) 684-3851
63050 Corporate Place, Suiie 2 ' Bend, Oregon 97701 . pholle(54 i) 3824844.. fax (541) 382-4846
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1I.,,,,,,,,t"''''''''''.'ll!l Geo1echnical & Conslruclion Servires
Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-Strength 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.:
07-22-08
2077102
E-20683
D. Webber
93050801
AWS CWI
Field: 0
Inside_
[S..QM2007.-00828 I
Inspection of:
Fabricator .or Erector:
Contractor:
Welding
Ecklund Industries
Wildish Buiiding Co.
Shop: Itf
Weather:
BP No.:
Performed visual inspection on the following fabricated structural steel (6) columns and (2) purlins'Portico
addition. Completed welds were checked for size, length, profile and location. Welding is in-progress on
frame structures: 20-2, 30-3, 40-4, 41-4 and 50-5, and pending final inspection where welding is complete.
Fabricator 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 and applicable
AWS D1.1 code, except if noted above.
Reviewed By:
1~(L((Ir
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Depl. - (e-mail)
City of Springfield
DAW:sc
This report andlor 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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
750 NN ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991
..29540 B Airport Road' Eugene, Oregon 97402. phone (541) f384..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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Geoted1nical & Conslruclion Servires
Compressive Strength of Concrete
(ASTM C 39)
.1~'lmfl;"'m~'.;"IIIJ~.II'I.
CLIENT
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
. Springfield,_OregQ!!"~
B.P. NO. [C-9M2007-001l28 .. ~ "
DATE
PROJECT NO.
REPORT NO.
07-18-08
2077102
5955
DATE CAST 07-11-08 CAST BY A. Fenstermacher DATE RECEIVED 07-12-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 40-1K CEMENT MAX SIZE AGG. 3/4"
ADDITIVES AEA AIR CONTENT
LOAD NO. 1 TICKET NO. 3221215 SLUMP 5"
CONCRETE TEMP 77"F YARDAGE 5.0 OF 5.0 TIME' 11:10AM
AIR TEMP 71"F WEATHER . Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Portico footin9s and pedestals except pedestal at southwest corner.
TEST
DATE
07-18-08
08-08-08
08-08-08
Hold
AGE
(DAYS)
7
28
28
AREA
(IN.')
12.56
WEIGHT
fLBSl
8.3
TOTAL
LOAD fLBS)
54500 I
I
I
COMPRESSIVE
STRENGTH (PSI)
. 4340
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:05 AM
TYPE OF
FRACTURE-
3
.*1 - End Cones 2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Ian (Wildish Buildin9 Co.) was advised of on-site test results.
Reviewed By:
/JJ.h'.~
Michael L. Meyer
. Technical Mana9 r
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Knife River..., (e-mail)
City of Springfield
MLM:jw
This report andlor 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 shaH not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, 'lnc.'s written authorization.
7fiJ NN CanelI Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 ' phone (541) 684-3849 . fax (541) 684-J851
63050 Corporate Piace, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844. fax (541) 382-4846
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Page. 1 of 1
IU.'IINri;~m.':n'IlIIU.W!l
Geotechnical & Conslruclion Services
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Phase II
3110 Pierce Parkway
Springfield, Oregon
Dat~:
Project No.:
Report No.:
Inspector:
10 No.:
07-14-08
2077102
E-20591
R. Marjama
5235029-49
ICC
Inspection of: Epoxy Anchors
Contractor: Wildish Building Co.
Weather: Part!LC.IQ.!J.2Y.
BP No.: LsC!.r'-:E2.o~-Q.Q8~~
Continuous Inspection: 0
Periodic Inspection: 0
Pe.rformed.continuous inspection during installation of twelve (12) 3/4".x 12" all-thread
anchors for column base connections ai lines 8A, 8B, and 8C in maintenance shop
addition and two (2) 5/8" x 10" all-thread anchors for embed for wall to roof connection
at line C1 in new building. Prior to installation, the predrilled holes were cleaned with a
brush and compressed air. Verified embedment depth of 9" for the 3/4" anchors and 4"
embedment depth for the 5/8" anchors. All anchors were secured with Hilti Hy 150 Max
epoxy (expiration date 08-08). All anchors to be left undisturbed until epoxy has set.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-28-07, RFI #49 dated 06-27-07 and applicable workmanship provisions of the I.B.C:,
except if noted above.
Reviewed By:
A, ~~
Michael L. Mtler
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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:andfor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authOrization.
7fiJ NN CarlaJAvenue' CoIvaIfIS, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540BAirpatRoad' Eugene, Oregon 97402 . phone(541)~ .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
.nl,'IUIC1;"I~.'~alIIIHilm.
Geotechnical & Cons1ruclion Servires
Daily Field Report
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.:
07-11-08
2077102
E-20573
A. Fenstermacher
5258882-49
ICC
"
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Clear...~ _~~ ~
BP No.: , -COM2007-00828
'---~'"' ',- - ....'
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for portico footings and pedestals.
Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports
and clearance.
. Observed the placement'of 5.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1 K) in
areas listed above. Concrete was placed directly from the truck and was mec:hanically
consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Ian (WBC)
was notified of on-site test resuits: slump 5"; concrete temperature 77F; air temperature
71 F. Note: pedestal at southwest corner was not poured.
Ian was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
j);. '1(,~
Michael L.- Me{lr
Technical Manager
c: Barrantine Bates Lee - (e,mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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 'Nritten authorization.
7fiJ NN CanE>J Avenue' CoIvaIlis, Oregon 97330, phone (54) ) 757-4698 . fax (541) 757-2991
29540 BAirportRoad . Eugene, Oregon 97402 . phone (541) f384;3849 . fax (541 )684-J851
63050 Corporate Place,.Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846
S/
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Page 1 of 1
"lo'lltlct;ll~~,n'IIIi~lIl1lltl Geotechnical & Conslruclion Servires
,
,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 II
3110 Pierce Parkw<:lY
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
07-09-08
2077102
E"20561
C. Walpole
01040131
AWS CWI
Field: 0
Clear
(COM2007~()0828 !
\..--- --. _.... .......-' . '- "--
Inspection of:
Fabricator or Erector:
Contractor:
Welding Re-Inspection
Hathaway
Wildish Building Co.
Shop: 0
Weather:
BP .No.:
,
Performed re-inspection of the cross strap connection at cor~ersi(per detail 2/S-701) noted in FEI report
no. E20517, dated 07-07-08. Welding was completed at these connections. . 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 conform ante with structural drawings dated 06-28-
. 07 and applicable AWS D1.3 code, except if noted above.' .
Reviewed By:
k~
Dale A. 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 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 orfutl andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s, 'Mitten authorization.
. . h
750 NN 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)6~51
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) ~82-4844' fax (541) 382-4846
~pr.
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II~''''''I;.''''''.'''''.'''. . Geotechnical & Conslruclion Servires
S..J
Page 1 of 1
Field DensitvTest Results - ASTM 0 2922
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428.
Eugene, Oregon 97401
Date:
Project No.:
Report No.:
B.P. No.:
LCAFRC Compiex Ph)1
3110 Pierce Parkway
Springfield, Oregon
Project:
06-26-08
2077102-700
E"20446 -
C~~ry12007 -09828 '
MOISTURE/DENSITY DATA: AASHTO T180 - Maximum Dry Density of 144.6 pcf, at 7.7% m'oisture was furnished by
client for 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel).
Remarks: Tony Dean (Wildish Building Co.) was advised of test results.
Reviewed By:
11.';{,~
Michael L~ Mi),r
Technical Manager
c: Barrantine Bates lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfieid
MLM:jw.
This report and/or enclosed test data is the confidential property oftbe client to whom it is addressed and pertains tc!, the specifi~ process and/or material evaluated. As such, infonnation
contained herein shall not be reproduced in part offuU and/or any part thereof be disclosed without f.EI Testing & Inspection, Inc. 's written 8ulhorization.
750 NW Cornell Avarue' CorwIIis, Oregon 97330' phone(541) 7574698' lax (541) 7S7-2YJ1
29540 BAirportRoad' Eugene, 0reg0n97402 'phone(541)684-3849 'fux(541)684-3851
63050 Corporate Place; Suite 2. Bend, Oregon 97701 . phone (541)382-4844 . fax (541) 382-4846
. ~
~.~~'I.
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
. CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
>.1
Geotechnical & C6nstruclion Servires
Conjpressive Strength of Concrete
(ASTM C 39)
05"28-08 . CAST BY A. Fenstermacher DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
40-1K CEMENT MAX SIZE AGG.
AEA . AIR CONTENT
2 TICKET NO. . 3158024 SLUMP 43/4"
750F YARDAGE 9.0 OF 26:0 TIME 1:45 PM
73"F WEATHER Partly Cloudy , SPEciMEN STORAGE ASTM C31
BLM loading dock footings; ramp wall footings and retaiping wall footings near NW comer of buildin9.
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway;
Springfield; Oregon i
(COM2007~00828 ..."/
(......e_~ _r,;
:'
DATE
PROJECT NO.
REPORT NO.
06-24-08
2077102
5903'
Mr. Jim Thomas
Wildish Buildin9 Co,
P.O. Box 7428
EUgene, Oregon' 97401
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBS) . LOAD (LBS) STRENGTH (PSIl
06-03-08 7 12.50 8.4 52000 .4160
06-24-08 28 12.50 8.4 77200 6180
06-24-08 28 12.50 8.3 76200 6100
Hold
B.P.NO.
From retainin9 wall footing.
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:00 AM
9:30 AM
9:35 AM
6140
"1 - End Cones 2 - Cone/Split
3 - Columnar
4 - Diagonal
I.
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Ian (Wildish Buildin9 Co.) was advised of on'site test results.
Reviewed.By:
ilt. ':i.~-
Michael L. ~eyeV
Technical Manager
c: Barrantine Bates Lee - (e-maii)
kpff Consulting Engineers - (e-mail)
Ore9on Military Dept - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
05-29-08
4" x 8"
Knife River
3/4"
TYPE OF
FRACTURE-
1
3
3
This report 8n:d/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, Inc.'s,written authorization.
I .
7fiJNN CarlaJAvenue' CavaJIis, Oegon 97330, phme(541) 757-4698, fax(541) 757-2991
29540 BAirpatRoad' Eugene, Oregon 97402, phme(541)684-3849 .fax(541)684-J851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
"
S'o$;
SFEI
1I~'""";.""illlll'."'. Geotechnical & Construction Servires
Page 1 of 1
Field Density Test Results - ASTM D 2922
"REVISED REPORT 06-13-08
. Client:
Mr. Jim Thomas
Wild ish Buiiding Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
Ii
LCAFRC Complex Ph. II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
06-11-08
20771 02~700
E-20320
r.c~~2~07'00828 ]
./'
MOISTURE/DENSITY DATA: AASHTO T180" - Maximum Dry Density of 1'44.6" pel, at 7.7%" moisture was furnished by
client for 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel). .
-- --. i
Wet
Test Approximate Location Approx. Density Percent Dry Density Percent Compaction
No. Elev. (pcf) Moisture ( pCf) Compaction" Requirement
1 30' E of Wend - near center N side FG 142.4 3.8 137.3 95.0 95.0
2 80' E of W end ~ near center S side FG 144.0 4.5 I 137.8 95.0 '95.0
. .
3 130' E of Wend - near center N side FG 139.8 4.1 134.3 93.0 95.0
4 180' E of Wend _ near center S side FG 137.8 3.2 133.6 92.0 95.0
5 230' E of Wend - near center N side FG 146.4 5.1 " 139.4 96.0 95.0
6 280' E of W end'- near center S side FG 142.9 4.2 . 137.2 95.0 95.0
7 330' E of Wend -:- near 7enter N side FG 146.1 3.3 141.4 98.0 95.0
8 380' E of Wend - near center S side FG 138.3 3.8 133.2 92.0 95.0
--
Tests performed at finished grade of base rock under asphalt paving along north side of site. Bolding denotes failing
tests.
Remarks: .Ian (Wildish Building Co.) was advised of test results.
i!
"test results were re-calculated using new moisture/density d.ata submitted by client on June 13, 2008.
Reviewed By:
jJ;. -(. Ou.u---
Michael L. ~eyt
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e:maii)
Oregon Military Depl. - (e-mail)
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains t~ the specific process amI/or material evaluated. As such, information
contained herein shall not be reproduced in part offuU andlor any part thereof be disclosed without fEI Testing & Inspection,_ Inc,'swritten authorization.
750 NW OmdlAv<nue' Corvallis, Oregon 97330, J:l1ooe(541) 7574ff!8 . fux(541) 757-2<:f!1
29540B Airport Rood . Eugene, Oregon 97402 'phrne(541)68+3849' fux(541)68+3851
6305.0 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844. fax (541) 3824846
~/
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11.'"1"",.,,""111'".''''' Geotechnical & Construction Servires
Page 1 of 1
Field Density Test Results - ASTM 02922
Client: Mr. Jim Thomas
Wildish Building Co.
P.O, Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Ph. II
3110 pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No,:
B.P.No.:
06-17-08
2077102-700
E-20368
-COM2007 -00828
MOISTURE/DENSITY DATA: AASHTO T180 - Maximum Dry Density of 144.6pcf, at 7.7% moisture was furnished by client for
1 1/2" - 0 crushed gravel (Wildish Sand and Gravel). .,
Wet Dry
Test Approximate Location Approx. Density Percent Density Percent Compaction
No. Elev. (pct) Moisture (pct) Comeaction Requirement
1 380' E of Wend - near center S side (retest) FG 146.8 5.4 139.2 96.0 95.0
2 180' E of Wend - near center S side (retest) FG 143.2 3.4 138.4 96.0 95.0
3 130' E of W end ~ near center N side (retest) FG 144.1 2.9 140.0 97.0 95.0
Tests performed at finished grade of base rock under asphalt paving along north side of site.
Remarks: Ian (Wildish Building Co.) was advised of test results.
Reviewed By:
;1i.~~
Michael L. Meyeil
Technical Manager
--
c: Barrantine Bates Lee - (e~mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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, infonnation
contained herein shall not be reproduced in part of fuli and/or any part thereofbe disclosed without FEI Testing & lnspectioll, Iilc. 's written authorization.
7:fJ NW ComeIl Avenue' CavaIIis, Oregon 97330, jilone(541) 757-4$8' fux (54 t) 757-2'1)1
29540 BAiIpOORoOO' Eugme, 0reg0n97402 'phooe(541)684-3849' fux(541) 684-3851
63050 CorpornlePlace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
SFEl
S3
.1~11Irlfl;tl~..':i:lllfJiI.l~t.
Geotechnical & Consbudion SeMces
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Mr. Jim Thomas
Wildish cBuildin9 Co.
P.O. Box 7428
EUgene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
TEST
DATE
I 06-03-08
c I 06-24-08
I '06-24-08
Hold
AGE
(DAYS)
7
28
28
05-28-08 CAST BY DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
40-1 K CEMENT MAX SIZE AGG.
AEA AIR CONTENT
2 TICKET NO. 3158024 SLUMP 43/4"
75"F YARDAGE 9.0 OF 26~0 TIME 1:45 PM
73"F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31
BLM loadin9 dock footings; ramp wall footin9s and retaining wall footings nea'r NW corner of buildin9.
LCAFRC Complex'
,
Phase II
3110 Pierce Parkway
Sprin9field,Oreg9n _
'COM2007 -00828 c
,.----.-
06-03-08
2077102
5903
05-29-08
4" x 8"
Knife River
3/4"
From retaining wall footin9.
AREA
(IN.')
12.50
-'1 7' End Cones 2- Cone/Split
WEIGHT
(LBS)
8.4
AVERAGE
STRENGTH
(PSI)
TYPE OF c
FRACTURE~
TOTAl
LOAD (LBS)
52000 . I
I
I
COMPRESSIVE
STRENGTH (PSI)
4160
TIME OF
TEST
8:00AM
3 - Columnar
5 - Side (top and bottom)
6 - Side (lop or bottom)
4 - Diagonal
REMARKS: Ian (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
iJ1.~.~ c _
Michael L. M~ye/J-----
Technical Manager
c: Barrantlne Bates Lee - (e-mail)
kpff Consullin9 En9ineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Knife River - (e,mail)
City of Springfield
MLM:jw
ThiS report ana/or enclosed test aata'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 no~ be reproduced in.part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
7fiJ NN Cor1'1eI Avenue' CoIvaIrlS, Oregon 97330 . phone (541) 757-4698. fax (541) 757-2991
29540 BAirportRoad c Eugene, Oregon 97402 . phone (541) 684,1849 cfax(541)684-J851
'63050 Corporate Piace, Suite 2. Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 382-4846
~"Pil'
~tt
~F
Page 1 of 1
.'
Daily Field Report
G.-v~ ",icqI & CiJnstrucIion Servires
.1:"'.INtf;olII1~..'~;allmUll
Client:
Project: LCAFRC Complex Phase II
3110 Pierce Parkway
Springfield, 0regon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Partiy Cloudy
BP No.: rC.~~!q(j7:008~8,
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for ramp, wall footings and retaining wall .
footing near northwest corner of building. Reinforcing steel was checked for grade,
size, 'laps, quantities, locations, ties, supports and clearance.
Observed the placement of 26.0 cu.lyds. of Knife River 4000 psi concrete (Mix 40"1 K)
in areas listed above and BLM loading dock footing. Concrete was placed directly from
the truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8"
concrete test 'cylinders. Ian (WBC) was notified of on-site test results: slump 4 3/4";
concrete temperature 75f; air temperature 73F.
" ,. .
i
"fan was' asked to. notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in 'accordance with plans dated
10-29-07, emaii from; EOR dated 05-05-08 and applicable workmanship provisions of
the I.B.C., except if noted above.
Reviewed By:
;1l.~.~
Michael L. Meyer
Technical Manager
c:
BarrantineBates Lee - (e~maii)
kpff Consulting Engineers _ (e-mail).
Oregon Military Dept. - (e-mail)
City of Springfield
"
.
MLf';1:jw
05-27-08
2077102
E-20147
A. Fenstermacher
5258882-49
ICC
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 reprod!Jced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection,lnc.'s.written.a.uihorization.
.!fiJ NN CarlaJAvenue' CoIvaIlis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . pha1e (541) 684J849 . fax (541 )684;3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
I).... "'1*'1
..."""fr
,;',..
'1;"'II~Irt';4IiI\~':iI~'IIII~.IH.
CLIENT
<;;.{
Geotechnical & Cons1ruclion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9fieid,Ore9on_.
,- -. - J
B.P. NO. ,COM2007-00?2l!- _:
l_.. -.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
04-21-08 CAST BY A. Fenstermacher .,
4000 psi
4000 psi SACKS
314065 CEMENT
AEA, WRA, Hot Water
2 TICKET NO. 60002392
70'F YARDAGE 10.25 OF 44.0
37'F WEATHER Showers
Carport slab on 9rade on. north side of building
Near northwest corner.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) tiN.') (LBS) LOAD (LBS) STRENGTH (PSn
04-28-08 7 12.50 8.4 40800 3260
05-19-08 28 12.62 8.5 66000 5230 I
05-19-08 28 12.62 8.5 60600 4800
Hold I
.. A - Cone B - Cone/Split C - Cone Shear 0 - Shear E - Columnar
REMARKS: Ian (Wildish Buildin9 Co.) was advised of on-site test results.
Reviewed By:
;1;. x: Jtw ~
Michael L. ~eyff r
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Eugene Sand and Gravel
City of Springfield
MLM:jw
DATE
PROJECT NO.
REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(Psn
TIME OF
TEST
10:35 AM
3:55 PM
4:00 PM
05-19-08
2077102
5834
04-22-08
4" xB"
ESG
3/4"
4.0%
5"
8:00 AM
ASTM C31
TYPE OF
FRACTURE-
D
A
A
This report and/or enclosed test data is the confidential property of the client to whoin 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.
5015
7fiJNN CarlaJA\oeI1ue' CcMlilis, Oregon 97330. pha1e (541) 757-4698. fax(541) 757-2991
29540 BAirpatRoad' Eugene, Oregon 97402, phone (541 )684-3849' fax (541)684-J851
. 630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541)382-4846
~
S. .'., PP)
" .,...
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Page 1 of 1
11~'llfltf:"I~.'III.IIIJ\'.IH.
Geotechnical &,Conslruclion Services
Daily Construction Report
Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date: 05-16-08
Wildish Building Co. 3110 Pierce.Parkway Project No.: 2077102
P.O. Box 7428 Springfield, Oregon Report No.: E-20044
Eugene, Oregon 97401 . Ins'pector: M. Meyer
10 No.:
Inspection of: Sitework Weather: Clear/72O Continuous Inspection: 0
Contractor: Wildish Building Co. B.P. No. COM2007 -00828 Periodic Inspection: 0
Met on-site with WBC representatives to witness a, proofroll on the exposed
subgrade soils in the remainder of the northwest light-duty pavement area. The
proofroll was conducted with a loaded double-axle dump truck weighing
approximately 40000 Ibs. at the proposed finished 5ubgrade elevations. No
deflection was visible and no tracking (rutting) occurred under the wheel loads,
indicating that the exposed surface materials are relatively firm and stable, at this
time. Reviewed base rock thickness and compaction .requirements on approved
drawings with Tony Dean (WBC). Mr. Dean was asked to notify our office when
additional services are needed.
Reviewed By:
;J;.~.~--
Michael L. Mey'lfl-
Technical Manager
c: Barrantine Bates Lee - (e-mail)'
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfieid
MLM:jw
,
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 FEl Testing &.tnspection, Inc.'s written authorization.
7fiJ NN Q:xneIIAvenue' CavaDis, Oregon 97330, pha1e(541) 757-4698 'fax(541) 757-2991
29540 BAiI]XlrtRoad. Eugene, Oregon 97402 . pha1e(541) 684,3849 'fax(541)684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 .
D
S. " . ,...rl
.~' '.....
",'.
Page 1 of 1
11~'lltirt;.'ilt,,':.i=..lllt.lll.
Gcv:c...:',,1icaI & Conslruclion Servires
Daily Construction Report
Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date: 05"15-08
Wild ish Building Co. 3110 Pierce Parkway Project No,: 2077102
P.O. Box 7428 Springfield, Oregon Report No.: E-20029
Eugene, Oregon 97401 Inspector: A. Fenstermacher
10 No.:
Inspection of: Sitework Weather: Clear/70'-85' Continuous Inspection: 0
Contractor: . WildishBuilding Co. B.P. No. ' COM2007~60828 Periodic Inspection: 0
Met on-site with Tony D.ean' (WBC) to observe subgrade preparation of parking
area in northwest corner of site, A proofroll was conducted using a fully loaded
double axle dump truck weighing approximateiy 40000 Ibs. from west end to first
planter to the east. No deflection was observed and no tracking occurred under the
wheel loads, indicating that the existing surface maierials are relatively firm. and
stabie at this time. .
Mr. Dean was asked to notify our office when additional services are needed.
Reviewed By:
;JJ.~~
Michael L. M~ye(J -
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon MIlitary Dept. - (e-mail)
City of Springfield
MLM:jw
This report andlarenclosed test data is the confidential property of the client to whom it is addressed and pertains to th'e 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 authoriiat[on.
7fiJ NN ComeIIAvenue' ColvaIIis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad . Eugene, Oregon 97402, phone (541)fl84-3849 . fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701.. phone (54.1) 382-4844 . fax (541) 382-4846
A1=:~'~
~"..
.1~'lIjlrt;"I,..,:nalllh'IIIH"
CLIENT
$J
Gov;"";, .i;aJ & Conslruclion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Ore90n
B.P. NO. CCOM2007 :00828
04-21-08 CAST BY A. Fenstermacher
4000 psi
4000 psi SACKS
314065 CEMENT
AEA, WRA, Hot Water
2 TICKET NO. 60002392
70"F YARDAGE 10.25 OF 44.0
37'F WEATHER Showers
Carport slab on 9rade on north side of building
Near northwest comer.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) fiN.') (LBS) LOAD (LBSl STRENGTH (PSI)
04-28-08 7 12.50 8.4 40800 I 3260
05-19-08 28 I
05-19-08 28 I
Hold I
..A-Cone B-Cone/Split C-ConeShear O-Shear
REMARKS: Ian (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
/iI. ';(. ~
Michael L. Meyl!
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Ore90n Military Dept. - (e-maii)
Eugene Sand and Gravel
City of Sprin9field
MLM:jw
DATE
PROJECT NO.
REPORT NO.
04-28-08
2077102
5834
04-22-08
4" x 8"
ESG
3/4"
4.0%
5"
8:00 AM
ASTM C31
TYPE OF
FRACTURE-
D
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 raRroduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authoriZation.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
10:35 AM
E-Columnar
7fiJ NN CanE>J Avenue' CavaIiis, Oregon 97330, phme (541) 757-4698 . fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phme (541) 684-3849 . fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~".' '--'J
.. ",- F'rrF
... .,",
";,:I:!'
Geotechnical & Conslruclion Servires
.1:"IIHrI:.I~lIo"l;'l'II'n.ln\i
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Comp.lex Phase II
3110 Pierce Parkway
Springfield, Oregon
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Showers
BP No.: CC~OM20()7-00828
~
Page 1 of 1
Daily Field Report
Date:
Project No.:
Report No.:
Inspector:
10 No.:
04-21-08
2077102
E-19736
A. Fenstermacher
5258882-49
ICC
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for carport slab on grade on north side of
the building. Reinforcing steel was checked for grade, size, laps, quantities, locations,
ties, supports and clearance. Ian (WBC) stated that anchor bolts would be 'wet-set'.
Observed the placement of 44.0 cu.lyds. of Eugene Sand and Gravel 4000 psi (Mix
314065) concrete in areas listed above. Concrete was placed directly from the truck
and was mechanically consolidated. Ian. was notified of on-site test results: siump 5";
concrete temperature 70F; air temperature 37F; air entrainment 4.0%.
. . Ian was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
11-27-07 and applicable workmanship provisions of the I.B.C., except if noted above.
)
Reviewed By:
M~~,~(!;r
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield.
MLM:jw
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.
7fiJNN CarlaJAvenue' CoIvaIIis, Oregon 97330. pha1e(541) 757-4698. fax(541) 757-2991
29540 BAirpatRoad' Eugene, Oregon 97402, pha1e (541) 684-3849 . fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701' phone (541) 382-4844 . fax (541) 382-4846
\)
.., ,'>PP.l
I......
' ... .,..'IIIli
11~'1Ii1":~11~"'''1'''.''1'' Coub;; ,,1iCaI & ConstrucIion Services
Page 1 of 1
'Report of Inspection Services
Weldina/Hiah-Strenath 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.:
04-15-08
2077102
E-19685
C. Walpole
01040131
AWS CWI
Field: .Ii'l
Overcast..
"
~COM2007-00828
(, .- -.-----.....-
Insllection of:
Fabricator.or Erector:
Contractor:
Welding
Hathaway's
Wildish Building Co.
Shop: 0
Weather:
BPNo'.:
Performed visual inspection of weided jamb studs per RFI #227. Prior to inspection, reviewed drawings
and welder certifications for E71T-11 F.C.AW. process. Welding was completed at second floor to roof
level at (2) locations at the window west of line 1, between B.5 and C, and (3) locations at the windows on
line A, between 20 and 21. 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,approved
change orders and applicable AWS D1.3. code, except if noted above.
Reviewed By:
~t~
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpffConsulting 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 client to whom it is addressed al'ld pertains to the specific
process and/or material evaluated. As such, information contained herein shall no~ be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
7fiJ NN Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4898, 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
'<;;r
~fEl
Page 1 of 1
11:"ln\II'l;.11~'Il;'IIII~IiIn"
Geotechnical & Conslruclion Seniici3s
Field Density Test Results - ASTM D 2922
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex Ph. II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
04-08-08
2077102-700
E-19594
(~2()Qi:()6.8~~
.)
/
MOISTURE/DENSITY DATA: ASTM 01557 - Maximum Dry Density of 149.0 pcf, at 6.0% moisture was furnished by client
1 1/2" - 0 crushed gravel (Wildish Sand and Gravel). '
Wet
Test Approximate Location Approx. Density Percent' Dry Density Percent Com'paction
No. Elev. (pcfl Moisture (pcfl Compaction ReQuirement_
Under Slab
1 Near lines 16.5F.5 FG 144.4 5.5 136.9 92.0 90.0
2 Near lines 15F FG 142.1 6.0 134.1 90.0 90.0
Continuous Footinas,
3 Near lines 15G FG 140.3 5.5 133.0 90.0 90.0
4 Near lines 15.5G FG 150.3 6.3 141.7 95.0 90.0
Truck Dock
5 Near lines 5F.3 467.00' ' 132.8 3.8 127.9 86.0 90.0
Tests performed at finished grade of base' rock under footings and siab on grade. Bolding denotes failing test.
Remarks: Ian (Wildish Building Co.) was advised of test results.
Reviewed By:
j?J.~.~
Michael L. Mear
Technical Manager
c: Barrantlne Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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 offull and/or any part thereofbe disclosed without FEr Testing & Inspection, Inc. 's written authorization.
750NW Omdl Avarue' CorwIlis, <::lregoo 97330' pxne(541) 757-4fE8' fux (541) 757-299t
29540 B AiIpcrtRmj. Eugene, <::lregoo 97402 'pxne(541)684-3849' fux(541)684-3851
63050 COIpOratePlace, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fux(541) 382-4846
<:.,
~",C,:=,~
kY;4~::~_1
.l~'II"Ii;ii".m..t1"."I!Il Geotechnical & ConsIrucIion Servires
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.:
03-26-08
2077102
E-19448
R. Bowling
02120381
AWS CWI
Field: Ii1I
CRain_~-
COM2007,008,2~ )
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Hathaway's Inc.
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of back to back skip welded sheet metal studs at ground level, north electrical
room openings. Completed welds were checked for size, length, profile and location.
.Contractor. was asked to notify our offi.ce when additional services are needed.
To the best of our knowledge, the work checked is in conformance with RFI #227 dated 02-28-08 and
applicable AWS D1.3 code, except if noted above.
Reviewed By:
~/UA
Dale A. Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Miiitary Dept. - (e-mail)
City of Springfield
,,\t-
DAW:jw
RECEIVED
MAR 3 1 2008
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.
7fiJ NW Cornell Avenue' Corvallis, Oregon 97330 . phone (541 ) 757-4898 . fax (541) .757-2991 .
29540 B Airport Road . Eugene, Oregon 97402. phone (541)684--3849' fax (541) 684.J851 .
630fiJ Corporate Place, Surte 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
fl. ..,., .....1.
',..,..'.,',.r,.~,',
"." ,..I"?:.
.,..:.......
.1:lrl'II~lrum~'~~.I~IH.I~IUl
CLIENT
S'S
~ ",ica1 & Construction Servires
Compressive Strerigth ,of Concrete
.' (ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
EUgene, Oregon 97401 .
PROJECT LCAFRC Complex Ph. II
Operations Maintenance Shop
3110 Pierce Parkway
Sprin9field, Oregon
B.P. NO. C::OM2?0t:6oili8 p"
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCReTE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
02-25-08 CAST BY. A. Fenstermacher
4000 psi,
4000 psi SACKS
40-1K CEMENT
Hot Water, Non-Chloride, Accelerator
-1 TICKET NO. 3093394
62"F . YARDAGE 10.0 OF 17.0
460F WEATHER Showers
Perimeter footings.
Near northeast comer.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
. DATE (DAYS) (IN') (LBS) LOAD (LBS) STRENGTHIPSIl
03-03-08 7 12.56. 8.4 52700 4200
03-24-08 28 12.56 8.4 72400 5760
03-24-08 28 12.56 8.4 . 68300 5440
Hold
DATE
PROJECT NO.
. REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
12:25 PM
8:35 AM
8:40 AM
5600
.. A - Cone B - Cone/Split C - Cone Shear 0 - Shear E - Columnar
REMARKS: Ian (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
(!l~~:(!:rr
Technical Manager.
c; Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Ore9on Military Depl. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM;jw
03-24-08
2077102
5749
02-26-08
4"x8"
Knife River
3/4"
41/4"
8;15 AM
ASTM C31
TYPE OF
, FRACTURE-
C
C
D
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.'swritten authorization.
7fiJ NN CanE>J Avenue. CavaDis, Oregon 97330, phooe(541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phooe (541) 684J849. fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541)382-4846
~~PI'
~~L.....
$S
Page 1 of 1
Geotechrlicai & Constn.ictXJn Servires
Report of Inspection Services
Welding/High-Strength Boltin9...
U:"'fIl~lrI;.I!..,:.~.ltll\'.I~11JI
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: 0
Weather:
BP No.:
03-19-08
2077102
E-19371
R. Bowling
02120381
AWS CWI
Field: Ii1I
Rain
--- -- ""'
(~CO..M2007~00828 /
Performed visual inspection of stitch welds on sheet metal studs for frame opening at grid line 22/D above
rifle range per RFI #227 dated 02-28-08. Also, inspected flare bevel welds on joist to HSS beam above
south opening in southwest penthouse per RFI #246 dated 03-14-08. 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 RFl's noted above and applicable
AWS D1.1 and D1,3 codes, except if. noted above.
Reviewed By: .
~/~
Dale A. Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-maii)
City of Springfield
DAW:jw
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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. .
7fiJ NN Comell Avenue. Corvallis, Oregon 97330, phone (541)757-4898 . fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 68+3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
.' " .,." .....-.)
. Fr
,...,,~r,
"....
11:t.'IUI";.I~ll'lI;.IIII~.m"
CLIENT
Sf
Geotechnical & Construclion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
EUgene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9field, Ore9on
B.P. NO. @6M2007-~a,28.'
02-15-08 CAST BY A. Fenstermacher
4000 psi
4000 psi SACKS
40-1K CEMENT
AEA; Hot Water; Non-Chloride Accelerator
2 TICKET NO. 3090204
630F YARDAGE 10.75 OF 53.75
320F WEATHER Clear
East penthouse slab on deck.
Near lines 19.5A.5.
DATE
PROJECT NO.
REPORT NO.
03-14-08
2077102
5732
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
. SPECIMEN STORAGE
02-16-08
4" X 8"
Knife River.
3/4"
4.3%
4 3/4"
8:10AM
, ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL . COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE-
02-22-08 7 12.50 8.3 54300 4340 1:05 PM D
03-14-08 28 12.56 8.3 63800 5080 8:15AM D
03-14-08 28 12.56 8.3 60300 4800 4940 8:20 AM D
Hold
-A-Cone B-Cone/Spllt C-ConeSl1ear D-Shear E - ColurMsr
REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
;JJ .~~ ----
Michael L. .Me~
Technical Manager
Barranline Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfieid /
c:
MLM:jw
RECEIVED
MAR 2 4 ZOOS
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, Inco's written authorization.
7fiJ NN CanE>J Avenue' CavaIIis, Oregon 97330, p"ooe(541) 757-4698, fax (541) 757-2991
29540 BAirpat Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
.' .:.........)'
. il>:.. r-.-:7
,:,,'~""f..,'~.
.. . ....F:
.' " '"
. :; : ~ ; : : -
11~'IUI";41h\~'~:'"m.I~W
CLIENT
yJ
Geotechnical & Construdion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Bulldin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT . LCAFRC Complex
Phase II
3110 Pierce Parkway
_Sp~ngfield, Oregon
-.......-_.~ --
B.P. NO. ! COM2007 ~00828
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCA liON
LOAD 4 SAMPLED
---""--'"
02-14-08 CAST BY A. Fenstermacher
4000 psi
4000 psi SACKS
40-1K CEMENT
HotWater, Non-Chloride Accelerator; AEA
4 TICKET NO. 3090162
61" F YARDAGE . 10.75 OF 70.0
36" F WEATHER Clear
Center penthouse slab on deck.
Near lines 11.5B.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) tlN.'l (LBS) LOAD (LBS) STRENGTH (PSIl
02-21-08 7 12.50 8.2 50900 4070
03-13-08 28 12.43 8.3 60100 4840
03-13-08 28 12.43 8.3 61800 4970
Hold
... A - Cone B . Cone/Split C - Cone Shear D ~ Shear E - Columnar
REMARKS: Ian (Wildish Buildin9 Co.) was advised of on-site test results.
Reviewed By:
f1~?f~(!:o--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Knife River - (e-mail)
City of Sprin9field
MLM:jw
DATE
PROJECT NO.
REPORT NO.
03-13-08.
2077102,
5730
02-15-08
4" x8"
Knife River
3/4",
5.5%
51/2"
8:15AM
ASTM C31
TYPE OF
FRACTURE-
D
A
D
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 & Inspectio'n, lnc.'s written authorization.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
\
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:50 AM
9:10AM
9:15AM
4905
7fiJ NN ComeIIAvenue' CoIvaIis, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991
29540 BAirpat Road . Eugene, Oregon 97402 . phme (541) 684-3849 . fax (541 )684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
c;s
. /
A:1p....~
.r!~
.1~'ml~;,;~.~~~iulIl'.ml. Gcvw 1l1ica1 & Cons1rudbn Servires
Page 1 of 1
Report of Inspection Services'
Welding/High-Strength 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.:
03-10-08
2077102
E-19266
R. Bowling
02120381
AWS CWI
Field: 0
Par:!ly Clo,LLdy
i. .G..Q.M6Q07:Q0828
Inspection of: .
Fabricator or Erector:
Contractor:
Welding
Hathaway's Inc.
WildishBuilding Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of back-to-back sheet meal studs for southwest penthouse header frame at
south and west openings using E71T-11 F.C.AW. process. Completed welds were checked for size,.
length, profiie 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 RFI #227 dated 02-26-08 and
applicable AWS D1.3code, except if noted above. '. .
Reviewed By:
Ut:4I!
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 client to wh6m it is addressed and pertains to the specific
proc~ss 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.'~ written authorization.
,
7fiJ NN 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
630fiJ Corporate Place, Suite 2 . Bend, OreQon 97701 . phone (54'1) 382-4844 . fax (541) 382-4846
. . ~
.....""')
'",~r
, .4:,-
.1~'llfjrt;lIl~..,~;alllh'.I~l"
, CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACE.D
.PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
o
Geotechnical & Conslruclion Services
Coh1pressive Strength of Concrete
(ASTM C 39)
PROJECT LCAFRC Complex,
Phase II
3110 Pierce Parkway
Springfield, Orego",--
B.P. NO. ;COM200i~o0828' ,
l .
DATE
PROJECT NO.
REPORT NO.
03-10-08
2077102
5713
02-12-08
4" x8"
Knife River
3/4"
4.1%
4"
8:30 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF
DATE (DAYS) (IN.') \LBS} LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE-
02-18-08 7 .12.43 8.4 57900 4660 7:40AM D
03-10-08 28 12.50 8.4 71800 5740 I 9:15AM D
03-10-08 28 12.50 8.5 69300 5540 I 5640 9:20 AM D
Hold '1
,
....A-Cone B-Cone/Split C-Cone Shear D-Shearl E-Columnar
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Ore90n 97401
,
.1..
02'11-08 CAST BY A. Fenstermacher
4000 psi
4000 psi SACKS
40-1K CEMENT
AEA, Hot Water, Non-Chloride Accelerator
2 TICKET NO. 3090021
60" F YARDAGE 10.75 OF 51.50
41" F WEATHER Partly Cloudy
West penthouse slab on deck.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
Near lines 6A 1.
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test resuit~.
Reviewed By:
/h, 't.~--
Michael L. ~e~eP .
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 En9ineerS - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Sprin9field
MLM:jw
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.
7fiJ NN CanE>J Avenue' Corvallis, Oregon 97330. phone (541) 7574698, fax (541) 757-2991
29540 BAirpatRoad. Eugene, Oregon 97402. phone (541) 68,4-3849 '. fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon97701 . phone (541) 382-4844 . fax (541) 382-4846
.......1
,.'rt
m.'lulrt;"lf~'~~'llllilllh'L.
CLIENT
>5
Geotechnical & Coostruction Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Ore90n 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LocATION
LOAD 3 SAMPLED
TEST
DATE
.02-11-08
W/C
W/C
02-15-08
03-07-08
03-07-08
Hold'
AGE
(DAYS)
3 FC
FC
FC
HC
28 LC
28 LC
Hold
7:45 AM
4 cyls. ASTM C31
3 cyls. Field Cure
Second floor slab on deck between lines 16 and 17.5, from A to E and between 17.5 and 22, from A to C.
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Ore90n
,-----.. - .
B.P. NO. r COM2007-00828
CAST BY
A. Fenstermacher
02-08-08
4000 psi
4000 psi SACKS
146 CEMENT
Hot Water, 100 OZ, NC534, AEA
3 TICKET NO.
69' F YARDAGE
41' F WEATHER
6.0
336495
11.0
OF
200.0
Showers
Near lines 16.5B.
AREA
(IN.'!
12.62
WEIGHT
(LBS!
8.5
TOTAL
LOAD (LBS!
26800
COMPRESSIVE
STRENGTHIPSn
2120
12.56
12.56
12.56
8.5
8.5
8.5
62800
80300
80700
5000
6390
6430
.. A - Cone B - ConefSplit C . Cone Shear 0 - Sheer E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Cylinders moved by steel erectors 2 hours after casting.
Revie~ed By:
/h.'-1'7
Michael L. Meyer
Technical Manager.
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Depl. - (e-mail)
Knife River - (e-mail)
City of Springfield
DATE
PROJECT NO.
REPORT NO.
03-07-08
2077102
5708
02-09-08
4" x8"
Knife River
3/4"
3.7%
5"
TYPE OF
FRACTURE-
D
A
D
C
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, lnc.'~ written authorization.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSn
TIME OF
TEST
7:30 AM
6410
10:45 AM
9:10AM
9:15AM
7fiJ NN CanE>J Avenue. CavaJ6s, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phme (541) 684-3849 . fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
55
~" ...,'..,p.I'.
~..-
GcvO:..,; ,,1icaI& Conslruclion Services
Co~pressive Strength of Concrete
, (ASTM C 39)
ul~'mlC'f;4m.'nllllh'.I~IClI
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
EUgene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9field, Oregon'
.... -'-_.',
B.P. NO.COM2007=60828
DATE
PROJECT NO.
REPORT NO.
03-07-08
2077102
5709
LOAD 11 SAMPLED
02-08-08 CAST BY A. Fenstermacher, DATE RECEIVED 02-09-08
f
' 4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER ESG
146 CEMENT 6.0 MAX SIZE AGG. 3/4"
Hot Water, AEA, 10 ozs. NC534 AIR CONTENT 3.7%
11 TICKET NO. 336520 SLUMP 4 1/4"
70' F YARDAGE 11.0 OF 200.0 TIME 10:30 AM
51" F WEATHER Showers SPECIMEN STORAGE ASTM C31
Second floor slab on deck between lines 16 and 17.5, 'from A to E and between 17.5 and 22, from A to
C.
Near lines 19A5.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) , STRENGTH IPSI). (PSI) TEST FRACTURE-
. 02-15-08 7 12.56 8.5 59800 4760 I 10:05 AM D
03-07-08 28 12.56 8.5 I 73500 5850 9:20 AM C
03-07-08 28 12.56 8.5 I 71100 5660 ' I 5755 9:25 AM D
Hold I
"'A-Cone B - Cone/Split C - Cone Shear D-Sh6~rl\ E - Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
/l7.'1.~
Michael L. ';':yetJ-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail) .
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential property of the client to ~om 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.
7fiJ NN CarlaJAvenue' CoIvaI6s, 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
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
,.
.--)
"',' '..,..., ,ftF.",.,',I!r'". "':,'
,," .- ..' ....
'.,;;:.
55
Gcv~ ",ica1 & Construdion Servires
Compressive Strength of Concrete
(ASTM C 39)
.1~'m'rt:4l'I~~11i:lljllr.lfl.
CLIENT
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9field, Oregonj
.. '-'-~,-~' --"
B.P. NO. I COM2007-00828
03-03-08
2077102
5695
DATE
PROJECT NO.
REPORT NO.
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Ore90n 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE.
ADDITIVES
LOAD NO. .
CONCRETE TEMP
AIR TEMP
CAST BY
J. Keller
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-04-08
4000 psi
4000 psi
. 40-1K
SACKS
CEMENT
Hot Water, Non-chloride Accelerator
3 TICKET NO. . 3089848
58"F YARDAGE 10.75 OF
39"F WEATHER Overcast
168.25
POUR LOCATION
Second floor slab on deck from lines 7 to 10, between, A and E.
LOAD 3 SAMPLED.
Near lines 7.5A.5.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE :: STRENGTH
. DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI)
02-07-08 3 FC 12.62 8.2 26000 2060
02-11-08 7 FC 12.62 8.2 44300 3510
W/C FC
02-11-08 7 LC 12.62 8.3 64100 5080
03-03-08 28 LC 12.56 ' 8.3 79200 6310
03-03-08 28 LC 12.56 8.3 78700 6270 6290
Hold Hold
TIM.E OF
TEST
8;05 AM
7:35 AM
7:40 AM
11:45 AM
11:50 AM
... A. Cone B- Cone/Split C. Cone Shear 0 - Shear:~ E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC- Field Cure
Reviewed By:
{!:~ ~~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
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 FEl Testing & Inspection, lnco's written authorization.
7fiJ NN CarlaJAvenue' Conia/Iis, Oregon 97330, phone (541)757-4698 . fax (541) 757-2991
29540 B AiI'JXl\ Road . Eugene: Oregon 97402 . phone (541)684-3849 . fax (541 )684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (5:41) 382-4844 . fax (541) 382-4846
02-05-08
4" x8"
Knife River
3/4"
6.1%
6"
7:40 AM
4 cyls. ASTM C31
3 cyls. Field Cure
TYPE OF
FRACTURE-
D
D
D
C
B
.~i)
".'lhllrt;"aIU~'~UIIIJ\llIIlHW C€.vW d1ica1 & Consbuctbn Servires
\.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLEO
TEST
DATE
03-03-08
03-24-08
03-24-08
Hold
AGE
(DAYS)
7
28
28
s..s
Compressive Strength of Concrete
(ASTM C 39)
PROJECT LCAFRC Complex ~h. II
Operations Maintenance Shop
3110 Pierce Parkw~y
Springfield, Oregon i.
B.P. NO. CCOM2057:o0828..
DATE
PROJECT NO.
REPORT NO.
Mr. Jim Thomas'
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Ore90n 97401
02-25-08 CAST BY A Fensterm'acher
4000 psi
4000 psi SACKS
40-1K CEMENT
Hot Water, Non-Chloride, Accelerator
1 TICKET NO. 3093394
620F YARDAGE 10.0 OF 17.0
460F WEATHER Showers
Perimeter footin9S.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER .
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
Near northeast comer.
AREA
(IN.')
12.56
AVERAGE
STRENGTH
. (PSI)
TIME OF
TEST.
12:25 PM
WEIGHT
(LBS)
8.4
TOTAL
LOAD (LBS)
52700 I
I
I
I
COMPRESSIVE
STRENGTH (PSI)
4200
i'
-A-Cone B-Cone/Split C-ConeShear D-Shear!, E-Cotumnar
REMARKS: Ian (Wild ish Building Co.) was advised of on.site test results.
Reviewed By:
~~r1~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield V
MLM:jw
03-03-08
2077102
5749
02-26-08
4"x8n
Knife River
3/4"
41/4"
8:15AM
ASTM C31
TYPE OF ,
FRACTURE-
C
This report and/or enclosed test data is the confidential property of the client to wh~m it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained hereir~ shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
I
7fiJ NN CarlaJAvenue. CavaDis, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991
29540 BAirpatRoad' Eugene, Oregon 97402, phme (541) 684-3849 . fax (541)684-J851
630fiJ Corporate.Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
A.'I.....~
W'r.tl
SJ
Geotechnical & Constnx:tion SerVres
"
Compressive Strength of Concrete
(ASTM C 39)
11""J~lrf;41I~..'~IIIIII~.I~I.
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
EUgene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
. Sprin9fieid, Ore90n~'
B.P. NO. 'cOM2007-90~,~~
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
1.
A. Fenstermacher,
02-04-08 CAST BY
4000 psi
. 4000 psi SACKS
146 CEMENT
Hot Water, AEA, 10 oz. NC534
4 TICKET NO.
62'F YARDAGE
36'F WEATHER
6,0
336326
10.25 OF 1'74.50
Overcast
POUR LOCATION
Second floor slab on deck from lines 13 to 16, between A and E.
LOAD 4 SAMPLED
Near lines 13.5D.8.
DATE
PROJECT NO.
REPORT NO.
03-03-08
2077102
5697
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-05-08
4" x 8"
ESG
3W
4.2%
5"
8:00 AM
4 cyls. ASTM C31
3 cyls. Field Cure
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH. TIM E OF TYPE OF
DATE (DAYS) (IN.') CLBS) LOAD (LBS) STRENGTH cpsn , (PSn TEST FRACTURE-
02-07-08 ,3 FC 12.62 8.4 20200 1600 8:15AM D
02-11-08 7 FC 12.62 8.4 43000 3410 8:00 AM D
W/C FC
02-11-08 7LC 12.62 8.4 61700 4890 7:55 AM D
03-03-08 28 LC 12.56 8.5 85900 6840 . 12:05 PM C
03-03-08 28 LC 12.56 8.4 87100 6930 6885 12:10 PM C
Hold Hold
"'A-Cone B-Cone/Split C-ConeShear D-Shear;' E-Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Reviewed By:
1!~~J;;r-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
EUgene Sand and Gravel- (e-mail)
City of Springfield
MLM:jw
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, lnc.'s written authorization.
7fiJ NN CanelIAvenue' CavaDis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541)l)84;3849 . fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
"$S
I), .....1
" ". .r"
.. .. --.. ...
",. ",:f...
Compressive Strength of Concrete
(ASTM C 39)
Gcu","'; " ,m & Conslruclion Servires
. .1.'IUI~;tl~~'iI~'lIIl1'IIIH"
CLIENT
PROJECT LCAFRC Complex .
Phase II
3110 Pierce Parkway
Sprin9field, Oregon'. .
B.P. NO. ~OM2007-00828 c..'
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
EUgene, Oregon 97401
DATE
PROJECT NO.
REPORT NO.
03-03-08
2077102
5698
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
02-04-08 CAST BY
4000 psi
4000 psi SACKS
146 CEMENT
Hot Water, AEA, 10 oz. NC534
10 TICKET NO.
630F YARDAGE
3rF WEATHER
A. Fenstermacher
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-05-08
4"x8"
ESG
3/4"
4.5%
5"
. 9:15AM
4 cyls. ASTM C31
3 cyls. Field Cure
6.0
560377
10.25 OF 174.50
Overcast
POUR LOCATION
Second floor slab on deck from lines 13 to 16, between A and E.
LOAD 10 SAMPLED
Near lines 15C.
. . AVERAGE
AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
fiN.') (LBS) LOAD (LBS) STRENGTH (PSI)' (PSI) TEST FRACTURE-
12.62 8.4 20800 1650 8:20 AM D
12.62 8.4 38800 3070 8:05 AM D
12.62 8.5 62300 4940 8:10AM A
12.56 8.6 79100 6300 12:15 PM B
12.56 8.6 78700 6270 6285 12:20 PM B
AGE
(DAYS)
3 FC
7 FC
FC
7LC
28 LC
28 LC
Hoid
TEST
DATE
02-07-08
02-11-08
W/C
'02-11-08
03-03-08
03-03-08
Hold
,
" O. A _ Cone 8 _ Cone/Split C . Cone Shear 0 - Shear E . Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure .
FC - Field Cure
Reviewed By:
fJJ .'/.~. ~
Michael L. -Mey(l---
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Ore9on Military Dept. - (e-mail)
Eugene Sand and Gravel-(e-mail)
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential propertY,of the client to ~om 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 fuff and/or any part
thereof be disclosed 'Nithout FEI Testing & Inspection, Inc.:s written authorization.
1fiJ NN CanE>J Avenue. CavaDis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 : phone (541) 684-3849 . fax (541 )684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (541) 382-4844 . fax (541) 382-4846
<;5'
.'il
1I.'''',I1I''''''''''''"'.''lll CcvOo..; ..1ica1 & Conslruclion Services
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr. Jim Thomas.
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Comple~
Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
IDNo.:
02-26-08
2077102
E-19126
R. Bowling
02120381
AWS CWI
Field: Ii1I
_1"3!r!ly(:;lou9Y
i COM2007-00828/
------.~~-_.,- -~_.-
Inspection of:
Fabricator or Erector:
Contractor:
Welding/High Strength Bolts
REFA
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of side plate and angle clip connections at roof level HSS beams. Inspected'
Hilt! pins at roof decking grid lines A to C, from 10 to 13, A to C.5, from 18 to 22 and C to E from 22 to 26.
Inspected puddle welds at canopy roof on grid lines E to F, from' 10.5 to 12.5. Also, at all locations noted
above, the side seams are button punched and completed.
The A325 high sirength boits were brought into tension at the second floor to roof between grid lines A
and D, from 5 to 18.
Contractor was asked to notify our office when additional services, are needed.
To the best of our knowledge, the work checked is in conforman2e with drawings dated 06-28-07, A.I.S.C.
manual and applicable AWS D1.1 and D1.3 codes, except if noted above. .
Reviewed By:
~tll#
Structural Steel Supervisor
c: Barrantine Bates Lee ~ (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Depl. - (e-mail)
City of Springfield
DAW:jw
This report and/or enclosed test data is the confidential property of the client to wh'om it is addressed and pertains to the specific
process andler material evaluated. As such, information contained herein shall not be reproduced in part or full andler any part
thereof be disclosed without FEI Testing & Inspection, Inc.:s written authorization.
,
750 NN ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4898, 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
5;
~'~~J"
...4.....
n..'ml";~I~~'ln'IIII\'tim. G.:.v~ u 1ica1 & Consbuction Services
.Page 1 of 1
, Report oflnspection Services
,WeldinQ/HiQh-Strenqth SoltinS.-
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex
Phase II
3110 Pierce Park\l1lay
Springfield, Oregon
I
Date:
Project No.:
Report No.:
Inspector:
10 No.:
02-28-08
2077102
E-19168
L. Postier
06120541
AWS CWI
Field: Ii1I
r-Clea,r~,~
U::O_M2007,00828
, Inspection of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection on the deck support and seat to wall!,connections at C/22 at second floor level
per REI 2007, beam web opening stiffeners at 14.5/B and C at second floor level, stair #3 at B/22 ground
floor to penthouse level, channel to wall catwalk supports line 22/C to E, #1 west elevator guide rail
supports ground floor to roof level, cross bridging each side ot:'skylights lines 1 thru 22, from B.6 to C,
horizontal tube steel to wall connections at main entry on the second, floor and penthouse louver frames
p~r detail A1S-363 on lines 10, 18 and 22, from A to A.5, lower rpof to penthouse roof, 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 drawings dated 06-28-07 and
applicable AWS 'D1.1 code, except if noted above.
I
Reviewed By:
1II/1Iot
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 ~nd/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 & lnspe~tion, lnc.:s written authorization.
750 NN Comell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4898 . fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 . fax(541)6~51
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
, ,
55
.--1
.::-. lr'7F
'':'''':,:f......''
'. .,. .,
..... .
Page 1 of 1
j)}.1)Jtl~;~lIlj,,'~~'IIII~.I\'leII
Geotechnical & Construction Servires
Daily Field Report .
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Compiex Phase II
Operations Maintenance Shop
3110 Pierce Parkway'
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
02-25-08
2077102
E-19115
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: _Showers.
BP No.: I~ COM2007-00828
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for perimeter footing. Reinforcing steel
was checked for grade, size, laps, quantities, locations, ties, supports and clearance. .
. I , .
Observed the placement of 17.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1K)
in areas listed above. Concrete was placed by pump and was mechanically.
consolidated. Cast one (1) set of four. (4) 4".x 8" concrete test cylinders. Ian (WBC)
was notified' of on-site test results: slump 4 1/4"; concrete temperature 62F; air
temperature 46F. Ian stated that anchor bolts would be epoxied at a later date.
.' ( .
To the best of our knowl<3dge; the work inspected was in, accordance with plans dated
11-27-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
Ih.i.~ ~
Michael L Me.Jc.---
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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 FEl Testing & Inspection, Inc.'swritten authorization.
7fiJ NN ComeII Avenue' CavaIis, Oregon 97330. phone (541)757-4698 . fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-3849' fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (5<\1 ) 382-4844 . fax (541 ) 382-4846
fS
l1i6J
Page 1 of 1
1I~'JlJflrt;"I~.'ll;"ltlll'IiIRf.!i G:.u~ u I~ '& Conslruclion Servires
'. Report of Inspection Services.
Weldina/HiQh-StrenQth Boltinq
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
L,CAFRC Complex
Phase"
3110 Pierce Parkway
. n
Spnngfield, Oregon
Date:
Project No.:
Report No,:
Inspector:
10 No.:
02-22-08
2077102
E-19105
L. Postier
06120541
AWS CWI
Field: 0
Overcast
C~OM2007:b0828
Inspection of:.
. ' .
Fabricator or Erector:
. Contractor:
Welding
REFA
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection on the stair and landing to column: and fioor connections at the west stair
ground level to mezzanine level. Completed welds were checked:for size, length, profile and location.
Contractor was asked to notify our office when additional service~:are needed.
To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28-
07 and applicable AWS D1.1 code, except if noted above.
Reviewed By:
~
DaleA~
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 andlor 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, lnc.'~ written authorization.
750 NN ComellAvenue. Corvallis, Oregon 97330, phone (541) 757-4898 . 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 (54;1) 382-4844 . fax (541) 382-4846
~~RI'
~..-
11.'lt~lrf;4II~"'~;"lllltIlIH"
CLIENT
r5
Geotechnical & Conslrudion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
EUgene, Ore90n 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
._Sprmgfield, Ore90n
B.P. NO. ,COM2007-00828
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE,TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
02-15-08 CAST BY A. Fenstermacher;
4000 psi
4000 psi SACKS
40-1K CEMENT
AEA; Hot"Water; Non-Chloride Accelerator
2 TICKET NO. 3090204
63'F YARDAGE 10.75 OF 53.75
32'F WEATHER Clear
East penthouse slab on deck.
Near lines 19.5A.5.
DATE
PROJECT NO.
REPORT NO.
02-22-08
2077102
5732
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-16-08 .
4" xB"
Knife River
3/4"
4.3%
4314:
8:10AM,
ASTM C31
I AVERAGE
TEST .AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGT.H TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH lPSI)! (PSI) TEST FRACTURE~
02-22-08 . 7 12.50 8,3 54300 I 4340 1:05 PM D
03-14-08 28 I I
03-14-08 28 I
Hold I I' I
.. A-Cone B - Cone/Split C*ConeShear Q-Shear E-Columnar
REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test result~.
Reviewed By:
(1:1:. ~
Technical Manager
c: Barranbne Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Sprin9field
MLM:jw
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, Inco's written authorization.
7fiJ NN CanE>J Avenue' CavaUis, Oregon 97330, p'me(541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene. Oregon 97402 . p'me (541) 684J849. fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
...,,",PPJ.
, ,. '.." itIi r
, '4,-";
.'~'ttflrt;.lf"':'~lltll\l.m. Geotechnical & Cons1ruc:OOn Servires
ss
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Project:
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
Inspection of:
Fabricator or Erector:
Contractor:
Shop: 0
Weather:
BPNo.:
Welding
REFA
Wildish Building Co.
02-21-08
2077102
E-19099
L. Postier
06120541
AWS CWI
Field: 0
Overcast
@O~~2907 ~05828
-_../
Performed visual inspection on the girder and drag plate to column and joist to girder connections for the
mezzanine roofs between jines A. 7 and C, from 10 to 13 and on A and C.5, from 18 to 22 and tube steel
column to embed and tube steel frame at main entry. Completed welds were checked for size, length,
profile and location.
Also, performed. visual inspection on sheet metal roof decking between lines A and C, from 18 to 22 at the
mezzanine level. Hilti pins and punch lock were checked for location and proper installation:
. Contractor was asked to notify our office when additional services are needed.
To the best of our knowtedge,'the work checked is in conformance with structural drawtngs dated 06-28-
07 and applicable AWS D1.1 code, except if noted above.
Reviewed By:
.dI/V
Dale A. Webber
Structural Steel Supervisor
(
c: BarrantineBates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW:jw
This report andlor 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. -
7fiJ t-Nv Cornell Avenue' Corvallis, Oregon 97330, phone (541)757-4898' fax (541) 757-2991
29540 BAirportRoad' 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. ............1
..... ..,.,,111'"":;;:
,. ,:~
.1~'llflrv;'I~,,"lill.II'J\\.II'I"
CLIENT
<;s
Geotechnical & Construclion Servires
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, Ore9on
B.P. NO. iCOM2007-00828'
,.
DATE CA~T
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
02-14-08 CAST BY A. Fenstermacher:
4000 psi
4000 psi SACKS
40-1K CEMENT
Hot Water, Non-Chloride Accelerator; AEA
'4 TICKET NO. 3090162
61" F YARDAGE 10.75 OF 70.0
36. F WEATHER Clear
Center penthouse slab on deck.
LOAD 4 SAMPLED
TEST
DATE
02-21-08
03-13-08
03-13-08
Hold
Near lines 11.5B..
AGE
(DAYS)
7
28
28
AREA
(IN.')
12.50
WEIGHT
(LBSl
8.2
TOTAL
LOAD (LBS)
50900
COMPRESSIVE
STRENGTH (PSI)
4070
.. A. Cone B - Cone/Split C - Cone Shear 0 - S~ear I' E - Columnar
REMARKS: Ian (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
11, '7(./k ---
Michael L. "MeyV
Technical Manager
c: Barranline Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
DATE'
PROJECT NO.
REPORT NO.
02-21-08
2077102
5730
02-15-08 .
4"xS"
Knife River
3/4"
5.5%
51/2"
8:15AM
ASTM C31 .
TYPE OF
FRACTUREH
D
This report and/or enclosed test data is the confidential property of the client to who,m it is addressed and pertains to the specific
process and/or material evaluated. As such. information contained herein shall no~ be reproduced in part or full and/or any part
thereof be disclosed without.FEI Testing & Inspection, Inc.'~wrjtten authorization.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE'
I
I
I
AVERAGE
STRENGTH
(PSI).
TIME OF
TEST
8:50 AM
7fiJ NN CanE>J Avenue. CorvaJrIS, Oregori 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541)684-3849 . fax (541) 684-J851
630fiJ Corporate Place, SUit~ 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
Ss_
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~1~~~~~..III~.11l1fI Geotedmical & Construction Servires
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.:
02-20-08
2077102
E-19067
R. Bowling
02120381
AWS CWI
Field: 0
Inside_-
'::.COM2007 -00828
, ,
~ __L _ ,
Inspection of:
Fabricator or Erector:
Contractor:
Welding.
Metal-Some Fabrication
Wildish Building Co.
Shop: . It!
Weather:
BPNo.:
Performed visual inspection of completed stair assemblies 509A, 510A and 511A. Completed welds were
checked for size, length, profile and location.
Fabricator 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 dniwings dated 02-05-08.
and applicable AWS D1.1 code, except if noted above.
Reviewed By:
~//tI~
Dale A. Webber
Structural Steei Supervisor
c: Barrantine ~ates 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 client to wh~,m 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, Jnc.'s'written authorization.
i
750 NN Cornel/Avenue. Corvaliis, Oregon 97330, phone (541),757-4898 . fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541)6~9' fax (541) 684-3851
63050 Corporate Place, Su~e 2 : Bend, Oregon 97701. . phone (541) 382-4844 . fax (541 ) 382-4846
0'
(t,. " .p.)
,..... ....
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Imll",..,.""mlllJ,h,. Geotechnical & Conslruclion Servia3s
Page 1 of 1
Report of Inspection Servi.ces
Weldina/Hiah-Strength Boltina
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
. LCAFRC Complex!
Phase II
311 0 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
02-19-08
2077102
E-19057
, C. Walpole
5114210-85
ICC
Field: 'Ii!
Overcast
\ COM2007:00828
'_~__' "_'~""'.l.,. .
Inspection of:
Fabricator or Erector:
Contractor:
Hilti Pins/High Strength Bolts
REFA
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of Hilti deck fasteners and button punch in sheet metal roof decking between
grid lines A and C, from 13 to 18. Pins were checked for location and proper installation per
manufacturer's installation instructions.
Joist welding and deck fastening are in-progress between grid lines A and C, from 10 to 13 and A to C.5,
from 18 to 22. ....
High strength bolting is in-progress at second floor to roof level between A and Don brace frame lines 5,
10,13 and 18. .
Contractor was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked and in-progress is in conformance with structural
drawings and applicable AWS D1.1 code, except if noted above.
Reviewed By:
tIt'JI~
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon. Military Depl. - (e-mail)
City of Springfield
DAW:jw
ThiS report andlor 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 rep-reduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s' written authoriZation.
. 7fiJ NN 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-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54)) 382-4844 . fax (541) 382-4846
~,', =:R:l
w,:'.
II;'lIf1!(fi;41I~Ir.':.'l"lfIIi.m.
CLIENT
rr
GcvlcJ "1iCaJ & Consbuction Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Ore9on 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES .
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
TEST
DATE
02-18-08
03-10-08
03-10-08
Hold
AGE
(DAYS)
7
28
. 28
PROJECT
LCAFRC Complex
Phase II
311 0 Pierce Parkway
S_pringfield, Oregon,
- COM2007 -00828
B.P. NO. ,.
,~
02-11-08 CAST BY A. Fenstermacher
4000 psi
4000 psi SACKS
40-1K CEMENT
AEA. Hot Water, Non'Chloride Accelerator
2 TICKET NO. 3090021
60' F YARDAGE 10.75 OF 51.50
41' F WEATHER Partly Cloudy
West penthouse slab on deck.
Near lines 6A.1.
AREA
lIN.'l
12.43
WEIGHT
lLBSl
8.4
TOTAL
LOAD lLBSI
57900 I
I
I
COMPRESSIVE
STRENGTHlPSI)
4660
.. A - Cone B - Cone/Spilt C - Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test results.
Reviewed By:
Ih.';(.~~
Michael L. ~e"--:- .
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:jw
DATE
PROJECT NO.
REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
7:40 AM
02-18-08
2077102
5713
02-12-08
4" x8"
Knife River
3/4"
4.1%
4"
8:30 AM
ASTM C31
TYPE OF
FRACTURE- .
D
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 n~t be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, lnco's written authorization.
7fiJ NN CorneIIAvenue' CorvaiTIS, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684.J849 . fax (541) ~1
63050 Corporate Place, Suite 2 ,Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~
..'.'..'P~l.
.,....'.,,~r
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1I:"'Wlrt;.I~.~~;.ltllIl.IH. G.:.J..cv:-.nicaI & Construction Servires
Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-StrenQth BoltinQ
Client: Mr. Jim Thomas
Wild ish 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/Hilti Pins
REFA
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
02-18-08
2077102
E-19054
C. Walpole
01040131
AWS CWI
Field: Ii'!
Clear
ITO_M2007~O~i8-]
Performed visual inspection of joist and girder connections at roof level from lines 10 to 22, between C
and E and 13 to 18; between A and C. Completed welds were checked for size, length, profile and
location.
Also, inspected the remaining pins and button punch between lines A and E, from 7 to 10, which was
noted in FEI report no. E-18993 dated 02-13-08, and from C.5 to E, between 13 and 22.
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 D1.1 code, except if noted above.
Reviewed By:
~L~
Structural Steel Supervisor
c: Barrantlne. 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 client to whom it is addressed 'and pertaIns to the specific
process andfor material evaluated. As such, information contained herein shall not be reproduced in part or full andfor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NN Comell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4898 . fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849 . fax (541) 684-3851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
...,.,,'..'..",'p..'......,"J.
"f"'pF:
"'" --. '.. .
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":':';',.
11'a.'II~lrt;.lf~'W=.IIII~.I~I.
CLIENT
S-s
Gw~ " ;col & Construdion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
EUgene, Ore90n 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfieid,yregon
B.P. NO. lC.?~2067-00828-'
DATE CAST
STRENGTH. REQUIRED .
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
. LOAD 3 SAMPLED.
TEST
DATE
02-11-08
W/C
W/C
02-15-08
03-07-08
03-07-08
.Hold
AGE
(DAYS)
3 FC
FC
FC
7LC
28 LC
28 LC
Hold
Knife River
3/4"
3.7%
5"
7:45 AM
4 cyls. ASTM C31 .
3 cyls. Field Cure
Second floor slab on deck between lines 16 arid 17.5, from A to E and between 17.5 and 22, from A to C.
CAST BY
02-08-08
4000 psi
4000 psi SACKS
146 CEMENT
Hot Water, 100 OZ, NC534, AEA
3 TICKET NO.
69" F YARDAGE
41" F WEATHER
OF. 200.0
A. Fenstermacher
6.0
336495
11.0
Showers
Near lines 16.58.
AREA
(IN.')
12.62
WEIGHT
(LBS)
8.5
COM PRESSIVE
STRENGTH (PSI)
2120
TOTAL
LOAD (LBS)
26800
DATE
PROJECT NO.
REPORT NO.
02-15-08
2077102
5708
02-09-08
4n x8"
TYPE OF
FRACTURE-
D
I
12.56 8.5 62800 5000 I 10:45 AM A I
I I
I J
.. A - Cone B - Cone/Spllt C . Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Cylinders moved by steel erectors 2 hours after casting.
Reviewed By:
jIt; 'illk. --
Michael L. Me~~r rJ ~
Technical Manager
c: Barrantine Bates Lee - (e.mail)
kpff Consultin9 Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Sprin9field
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
. STRENGTH
(PSI)
TIME OF
TEST
7:30 AM
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 & lnspec~ion, .Inc.'s written authorization.
7fiJ NN CanE>J Avenue' CoIvaI6s, Oregon 97330, pIme (541) 757-4698 . fax (541) 757-2991
29540 BAirpat Road . Eugene, Oregon 97402 . pIme (541)684-3849' fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
Mr. Jim Thomas
Wild ish Building Co.
. P.O. Box 7428
EUgene,-Ore9on 97401
(I)... . '., .....1.
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 11 SAMPLED
TEST
DATE
02-15-08
03-07-08
03-07-08
Hold
AGE
(DAYS)
7
28
28
ss
Geotechnical & Construdion Servires
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
LCAFRC Complex
Phase II
.3110 Pierce Parkway
rSP.!ingfield,.oregon
~()M20_Q7 -00828
02-15-08
2077102
5709
DATE
PROJECT NO.
REPORT NO.
B.P.NO.
02-08-08 CAST BY A. Fenstermacher DATE RECEIVED 02-09-08
4000 psi SPECIMEN SIZE 4" x 8'\
4000 psi SACKS SUPPL.IER ESG
146 CEMENT 6.0 MAX SIZE AGG. 3/4"
Hot Water, AEA, 10 OZS. NC534 AIR CONTENT 3.7% '
11 TICKET NO. 336520 SLUMP 4 1/4"
70"F YARDAGE 11.0 OF 200.0 TIME 10:30 AM
51" F WEATHER Showers SPECIMEN STORAGE ASTM C31
Second floor slab on deck between lines 16 and 17.5, from A to E and between 17.5 and 22, from A to
C.
Near lines 19A5.
AREA
tiN.')
12.56
AVERAGE
STRENGTH
IPSIl
TYPE OF
FRACTUREH
D
WEIGHT
fLBS)
8.5
TOTAL
LOAD ILBS)
59800
COMPRESSIVE
STRENGTH (PSIl
4760
TIME OF
TEST
10.05 AM
... A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
A.~/Ju.u ~
Michael L. ~~y~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
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.
7fiJNN CarlaJAvenue' CavaIlis, Oregon 97330. phme(541) 757-4698. fax (541) 757-2991
29540 BAirport Road . Eugene, Oregon 97402 . phme (541) 684J849 . fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~
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'.,....,...r
. ,. ,:4.
Page 1 of 1
11:"llfjrt;41I~~':il~'IIII~.lnll
Geotechnical & Conslruclion Servires
Daily Field Report
. 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.:
02-15-08
2077102 .
E-19026
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Clear
BP No.: rCOM2007~00828
c....--- -
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for east penthouse slab on deck.
Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports
and clearance. Verified installation of welded wire fabric.
Observed the placement of 53.75 cu.lyds. of Knife River 4000 psi concrete (Mix 40"1 K)
in areas listed above. Concrete was placed by pump and was mechanically
consolidated: Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Tony Dean
(WBC) was notified of on-site test results: slump 4 3/4"; concrete temperature 63F; air
tem'perature 32F; air entrainment 4.3%.
Mr. Dean was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-28-07 and applicable workmanship provisions of the J.B.C., except if noted above.
'.....
Reviewed By:
/J; . ';(~ ~
Michael L. ~ey(/-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consuiting Engineers - (e-mail)
Oregon Military Dept. - (e-malJ)
City of Springfield
MLM:jw
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 bereproduced in part or full and/or "any part
thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization.
7fiJ NN CanelIAvenue' CoIvaIlis, Oregon 97330, phone (541) 757-1698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oegon 97402 . phone (541)684-3849 . fax (541) 684-J851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
,;... ....I
" ' "....
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~
Page 1 of 1
Report of
Ultrasonic Examination
Date:
Project No.:
Rpt. No.:
Technician:
10#:
Shop 0
Weld 10:
Joint 10:
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
:- BPtfCOM2007-00828
'- -"-".. "-
Contractor: Wildish Building Co.
Fabricator or Erector:iMetal'Some FabricatiOj,
'- j
location
" t j
&!
. Ii
'8 ~. ~
" 0 ,
" ! ~
s s ~
= .. ~
'" ~ ~
X 70. A
X 70" A
IS11AA Stair S~ringers}
'IS11AB Stair.Stringe~
Decibels
. c c
0
.. ~- H 0"
e ! = c
> , u n
. c .
~ ii~ ,'!~
0:. .. ..
,1/ . b c d
; ~
11 &2 1 37db
I
1&2 37db
Calibration Blocks: IIW, DSC
CodeCriterta: AWSD1.1-06
Frequency: 2.25 mh:t:
equipment No.: P~I.r'\amBbicS 48
Remarks:
Reviewed By:
~1!!
Structurai Steel Supervisor
c: Bai-rantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)'
Ore90n Military Dept. - (e-mail)
City of Springfield
DAW:jw
)
02-14-08
2077102
E-18998
L. Postier
A.S,N.T. Level II
Field 0
Complete_Penetration
/Plate splic0
"--, - .~ - .J
Discontinuity
8
c :,
~ , Distance
is E
i li]! ,g 8
c H tl! From X FromY
. . ,
~ co>
I Couplet: Ultragelll
I "Gain dB a<<=d
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, infannation 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.
7fiJ t#V Correll Avenue' CooiaJI'IS, Oregm 97330, phme(541 } 7574698 . fax (541) 757-2991
29540 BAirpat Road . Etqlne, Oregm 97402 . phme (541) 684-3849' fax (541 )684J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846
>5
~r:=1
~4i.
Page 1 of 1
'.~Jwct;.lf.'~llllll~.ln.
G.-u~ " ,;CaJ & Construction Servires
Daily Field Report
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.:
02-14-08
2077102
E-19021
A. Fensterm acher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Clear~
BP No.: lCOM2007-00828'
L__.
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel for center penthouse slab on deck.
A preliminary inspection was performed on 02-11-08 (ref.: FEI report no. E-18951).
Note: Tony Dean (WBC) stated that dowels for elevator wall tie-in will be epoxied at a
later date.
. Observed the placement of 70,0 cu.lyds. of Knife River 4000 psi concrete (Mix -1K) in
areas listed above. Concrete was placed by pump and was mechanically consoiidated.
Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Mr. Dean was notified of on-
site test results: slump 5 1/2"; concrete temperature 61F;' air temperature 36F; air
entrainment 5:5%. .
Mr. Dean was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
Ih."/~__
Michael L. MeyY
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
'MLM:jw
This report andlor 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, infonnation 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,
7fiJ NN CanelI Avenue' CorvaI6s, Oregon 97330 . phale (541) 757-4698, fax (541) 757-2991
29540 BAirporlRoad . Eugene, Oregon 97402, phale (541) 684-3849 . fax (541 )684-J851
630fiJ Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54,1) 382-4844. fax (541) 382-4846
Sf
S. , PPI'
.'.,.' ...,..
, ..:t~
".".,ri:t"""""I\'."'" ~',.;...,j & Conslrudion Seniices
Page 1 of 1
Report of Inspection Services
Weldina/Hiah-Strenath Soltina
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.:
02-13-08
2077102
E-18993
R. Bowling
02120381
AWS CWI
Field: Ii1
Clear~,____- .. "
[S.<:>M?90Z-00828. J
Inspection of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wild ish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of field welded fillet welds of joist ties at roof apex on grid line 7 to 10, roof
decking on line 7 to 13, from C to E where decking is attached with Hiiti pins and button punched at side
seams. Note: section south of line C and east of line 13 Is incomplete or has areas in need of
repair at end laps. Also, inspected stair connections at ground level to penthouse level at main entry.
Completed welds were checked for size, length, profile and location.
Contractor was asked to notify our office when additionai services are needed.
To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28-
07 and applicabie AWS D1.1 code, except if noted above.
Reviewed By:
~'if!#
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Depl. - (e-mail)
City of Springfield
DAW:jw
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 FE! Testing & Inspection, Inc.'s written authorizatIon.
7fiJ NN Cornell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 BAirport Road, EU9ene, Oregon 97402. phone (541) 684-3849' fax (541) 684-3851
63050 Cu, ~V, Q.." Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~s
(f~r..
.~: ,.....1
""'."'''''''''"t1''~''L'' GcJ""': .1icaI & Conslrudion Servioes
Page 1 of 1
Report of Inspection Services
Welding/High-Strength 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:
10 No.:
02-13-08
2077102
E-18984
R. Bowling
02120381
AWS CWI
Field: 0
Inside
(CO~2007:~0,8~8 ___~
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metal-Some Fabrication
Wild ish Building Co.
ShOp: Ii!!
Weather:
BPNo.:
Performed visual inspection of complete penetration welds of stair stringer plate splices of stairs 509, 510
and 511. Inspected fit-up prior to welding. Performed visual inspection of back gouge to clean material.
Complete penetration splices are pending ultrasonic testing for final acceptance.
Performed visual inspection on HSS columns (2) 53D, (2) 53F and (2) 53G. Completed welds were
checked for size, length, profile and.location.
Fabricator 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 02-05-08
and applicable AWS D1.1 code, except if noted above. .
Reviewed By:
~/~
Dale A. 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
RECEIVED
FEB 2 0 Z008
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 Cornell Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402 . phone (541) 684-J849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
~J
SfEl
"""""'''''''''''''''M'''. Geotechnical & Construction Servires
Page 1 of 1
Field Density. Test Results - ASTM 0 2922
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Ph. II
Operations Maintenance Shop
3110Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
02-13-08
2077102-700
E-18983
COM2007~00828
L~,." ,..
MOISTURE/DENSITY DATA: AASHTO T180 . Maximum Dry Density of 142.5 pcf, at 5.5% moisture is from our sample
no. 1420 dated 10-19-04 for 1 1/2" - 0 crushed gravel (Wildish Sand and Gravel- Thurston Pit).
MOISTURE/DENSITY DATA: ASTM 01557. Maximum Dry Density of 142.5 pel, at 7.5% moisture is from our sample no.
1807 dated 08-23-07 for 3/4"-0 crushed gravel (Wildish Sand and Gravel).
--
Wet
Test Approximate Location Sample Approx. Density Percent Dry Density Percent Compaction
No. No. Elev. (pcf) Moisture (pcf) Compaction ReQuirement
Under Slab
1 Near lines 8.5B.8 1807 FG 145.0 6.9 135.7 99.0 95.0
2 Near lines 8.5B 1807 FG 144.3. 6A 135.6 99.0 95.0
3 Near lines 8.2A.5 1807 FG 144.0 7.2 134A 98.0 95.0
4 Near lines 8.8A.5 1807 FG 149.1 6.9 139A 100+ 95.0
5 Near lines 8.8B.8 1807 FG 144.7 6A 136.0 99.0 95.0
Under Footinos
6 Near lines 8.2A.2 1420 FG 144.3 5.0 137A 96.0 95.0
7 Near lines 9A.5 1420 FG 144.9 5.1 137.9 97.0. 95.0
, 95.0 .
8 Near lines 9B.8 1420 FG 144.7 5.7 136.6 96.0
9 Near lines 8.5B.9 1420 FG 139.9 4.1 134A 95.0 95.0
Tests performed at finished grade of base rock under slab on grade and footings.
Remarks: Tony Dean (Wildish Building Co.) was advised of test results.
Reviewed By:
t1~e~:i}:;;--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e"mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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, infonnation
contained herein shall not be reproduced in part of full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc. 's written autb.orization.
7:fJ NW CcmeIlA\<2llIe' Oruillis, 0regrn97330' ph<ne(541) 757-4698, fux(541) 757-N.il
29540 B AiqxIt Rooj. Euga1e, Oregrn 97402 . (hooe(54 t)684-3849' fux(541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone(541) 382-4844 . fax (541) 382-4846
'..... ~-l
.. ...,~
.. ...
.. ~ .,'"
" "'..,..r
.,,:,.:..,.
11~'1II~lrt;.h\~'W;"IIII~*I~I"
CLIENT
ss
Geotechnical & QJnstruction Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas.
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Ore90n 97401
DATE
PROJECT NO.
REPORT NO.
PROJECT, LCAFRC Complex
Phase II
3110 Pierce Parkway
(Sprin9field,Ore90n
B.P. NO. , COM2007 -00828
02-05-08
4000 psi
4000 psi SACKS
146 CEMENT
10 ozs. NC534, Hot Water
3 TICKET NO.
6r F YARDAGE
41' F WEATHER
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
5 1/2"
8:30 AM
4 cyls. ASTM C31
2 cyls. Field Cure
Second floor slab within lines C to E and 10 to 11, C to.E arid 12 to 13 and C to C.7 and 11 to 11.6.
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
R. Ma~ama
6.0
336381
11.0
Overcast
OF
70.0
POUR LOCATION
LOAD 3 SAMPLED
TEST
DATE
02-12-08
03-04-08
03-04-08
Hold
WIC
W/C
Approximately lines 11 C.4.
AGE
(DAYS)
7LC
28 LC
28 LC
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:30 AM
AREA
(IN.')
I. 12.50
WEIGHT
(LBS)
8.4
TOTAL
LOAD (LBS)
49500
COMPRESSIVE
STRENGTH IPSI)
3960
FC'
FC
.. A - Cone B - ConefSplil C - Cone Shear 0 - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Reviewed By:
Ih.'i(.~
Michael L. ;;'eyeJ <-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
EUgene Sand and Gravel- (e-mail)
City of Springfield
MLM:jw
This report. and/or enclosea test data is the confidential property of the clienUo wh~m it is addressed and pertains to the specific
process and/or material evaluated. As such, information contain~d herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, tnc.'s wtittenauthorization.
7fiJ NN CarlaJAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phme (541)684J849 . fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
02-12-08
2077102
5699
02-06-08
4" x8"
ESG
3/4"
TYPE OF
FRACTURE-
D
S", "", "...'. .'....,',.,)
, .,Ir.."-
. ~ .
,.
11~'ln\rI:.I~~":ia'IIII~.I\\I.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
s::r
(k,.,"; . .;...J & Construdion Serv;res
Compressive Strength of Concrete
(ASTM C 39)
51/2"
8:30 AM
4 cyls. ASTM C31
2 cyls. Field Cure
Second floor slab within lines C to Aand 10 to 11, Cto A and 12 to 13 and Cto B.7 and 11 to 11.6.
PROJECT
B.P,NO.
lCAFRC Complex
Phase II
3110 Pierce Parkway
S~ringfield, Oregon
COM2007 -0082~ .
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE
PROJECT NO.
REPORT NO.
02-12-08
2077102
5699
CAST BY
R. Ma~ama
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-05-08
4000 psi
4000 psi SACKS
146 CEMENT
10 ozs. NC534, Hot Water
3 TICKET NO.
67" F YARDAGE
41" F WEATHER
6.0
336381
11.0 OF
Overcast
70.0
Approximately lines 11 C.4.
AVERAGE
TEST AGE AREA . WEIGHT TOTAL COMPRESSIVE STRENGTH
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI)
02-12-08 HC 12.50 8.4 49500 3960 I
03-04-08 28LC 12.50 8.4 64000 5120 I
03-04-08 28lC 12.50 8.4 63600 5090 I 5105
Hold ./
W/C FC I
W/C FC I
TIME OF
TEST
8:30 AM
8:10AM
8:15AM
.. A. Cone B - ConelSplit C - Cone Shear 0 - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
lC - lab Cure
FC - Field Cure
Reviewed By:
Ih. "/J},J.u. "
Michaell. :;'e~~~
Technical Manager
c: Barrantine Bates lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Eugene Sand and Gravel.- (e-mail)
City of Springfield
MlM:jw
02-06-08
4" xS"
ESG
3/4"
TYPE OF
FRACTUREH
D
D
D
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 malerial 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, lnc.'s ","Uen authortzation.
700 NN Canel/Avenue' CavaIis, 0egm97330. phcne(541) 757-4698 'fax(541) 757-2991
29540 B ~ Road . Eugene, Oegm 97402' phcne(541)68<h'3849' fax (541 )684-3851
63050 Corporate f>face, Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
...,',,'. '.",,',,'p.,,",..'...."'.,.,J'
.,. ft"p.II7.
: .'.. ;'~
.1"'lIllfum..'~ulllmIlINU
CLIENT
<;.}
Geotechnical & Cons1n.Kfun Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
,POUR LOCATION.
LOAD 3 SAMPLED
TEST
DATE
02-12"08
03-04-08
03-04-08
Hold
W/C
W/C
AGE
(DAYS)
HC
28 LC
28 LC
FC
FC
51/2"
8:30 AM
4 cyts. ASTM C31
2 cyls. Field Cure
Second floor slab within lines C to 'A and 10 to 11, C to 'A and 12 to 13 and C to 'B.7 and 11 to 11.6.
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Ispri,ngfield,_ore90n
1s:;,o_M2007:00828
DATE
PROJECT NO.
REPORT NO.
02-12-08
2077102
5699
B.P. NO.
CAST BY
02-05-08
4000 psi
4000 psi SACKS
146 CEMENT
10 ozs. NC534, Hot Water
3 TICKET NO.
67. F YARDAGE
41. F WEATHER
R. Ma~ama
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
. TIME
SPECIMEN STORAGE
6.0
336381
11.0 .
Overcas(
OF
70.0
Approximately lines 11C.4.
AREA
(IN.')
12.50
TOTAL .
LOAD {LBS}
49500
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:30 AM
WEIGHT
(LBS)
8.4
COMPRESSIVE
STRENGTH (PSI)
3960
I
I'
I
I
I
.. A. Cone B - Cone/Split C. Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
F C, - Field Cure
Reviewed By:
C!,~~:~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Eugene Sand and Gravel - (e-mail)
City of Springfield
'REVISED REPORT
02-14-08
02-06-08
4"xS"
ESG
3/4"
TYPE OF
FRACTURE-
D
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 FEI Testing & Inspection, lnc.'s written authorization.
7fiJ NN CanelI Avenue' CoIvaIIis, Oregon 97330. phc:re(541) 757-4698 . fax (541) 757-2991
29540 BAirpatRoad' Eugene, ~ 97402, phc:re(541)()84;J849. fax(541 )684J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
.'1)
.1a.'mlnt;.hl~':n'IIIJillllm"
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 11 SAMPLED,
>:>
Geotechnical & Conslruclion Services
Compressive Strength of Concrete
. .
" (ASTM C 39)
PROJECT
LCAFRC Complex'
Phase II
3110 Pierce Parkway
Sprin9field,O!:"90n
COM2007 -00828 .
02-11-08
2077102
5696
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE
PROJECT NO.
REPORT NO.
B.P.NO.
'--.. --
02-04-08 CAST BY J. Keller
4000 psi
4000 psi SACKS
40-1K CEMENT
Hot Water, Non-chloride Accelerator
11 TICKET NO. 3089864
550F YARDAGE 10.75 OF
4JOF. WEATHER Overcast
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
M.AX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
168.25
Second floor slab on deck from line's 7 to 1.0, between A and E.
Near lines 8.2C.5.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE. STRENGTH
DATE (DAYS) (IN.') (LBSI LOAD (LBS)' STRENGTH (PSI) (PSI)
02-07-08 3FC 12.62 8.3 25500 2020
02-11-08 7 FC I 12.62 8.3 41600 3300
W/C FC I I
02_11-08 7LC 12.62 8.4 68800 5450 I
03-03-08 28 LC I
03-03-08 28 LC I
Hold Hold
TIME OF
TEST.
8:10AM
7:50 AM
7:50 AM
.. A - Cone 8 - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Reviewed By:
/h. '(.~ -
Michael L ~eyeJ c...--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers ~ (e_mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
02-05-08
4"x8"
Kn Ife River
3/4"
4.3%
5.112"
9:45 AM
4 cyls. ASTM C31
3 cyls. Field Cure
TYPE OF
FRACTURE-
D
D
D
This report and/or enclosed test data is the confidential property of the client to 'Nhom 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.
7fiJ NN Cornell Avenue. Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-3849' fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
f}': " .p.'p".)
. .. . , .
.,' .. _n
:._. 't .. . ,.,
,.' ,.jIllr
.,. ,,:4"..
.1~'llilrl;"I~~'~:'IIIU.I:HII
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
.>...5
<X.vk;; " ,:CaJ & Conslruclion Servires
Compressive Strength of Concrete
(ASTM C 39)
4" x8"
Knife River
3/4"
3.7%
5"
7:45 AM
4 cyls. ASTM C31
3 cyls. Field Cure
Second floor slab on deck betWeen lines 16and 17.5, from A to E and between 17.5 and 22, from A to C.
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Spljngfield,:Or~gon
l ~0~..9g!-OQ828
DATE
PROJECT NO.
REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
. AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH
. DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI)
02-11-08 3 FC 12.62 I 8.5 I 26800 I 2120
W/C FC I I I
W/C FC I I I
02-15-08 HC I I I
03-07-08 28 LC I
03-07-08 28 LC I
Hold Hold. I
Mr. Jim T~omas
Wild ish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401 '
B.P.NO.
CAST BY
A. Fenstermacher
02-08-08
4000 psi
4000 psi SACKS
146 CEMENT,
Hot Water, 100 OZ, NC534, AEA
3 TICKET NO.
69" F YARDAGE
41" F WEATHER
6.0
336495
11.0.
Showers
OF
200.0
Near lines 16.5B.
-A-Cone B-Cone/Split C'~ConeShear D-'Shear E-Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure .
FC - Field Cure
Cylinders moved by steel erectors 2 hours after casting.
Reviewed By:
/h. ;:( 1Jtun-
Michael L: MeyeU
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
TIM E OF
TEST
7:30 AM
02-11-08
2077102
5708
. 02-09-08
TYPE OF
FRACTURE-
D
This report and/or enclosed test data is the confidential prop'erty of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein ~hall not be 'reproduced in part or full andfor any part
thereof be disclosed without FEI Testing & Inspection, lnc.:s \oIJJ"itten authorization.
, -
7fiJ NN ComeIIAvenue' CaValIis, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991
29540 BAirpdt Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541 )684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
. ... . "")
., po ....
"'.", . Pro
..1-
5S
Geotechnical & Constn..Kfun Servires
Cornpressive Strength of Concrete
(ASTM C39)
Illl'll~ltf:4lll~'~;"II'J~.I~I.
CLIENT
PROJECT. LCAFRC Complex
Phase II
.3110 Pierce Parkway
~pringfieid, Oregon:
B.P. NO. COM2007 -00828
DATE
PROJECT NO.
REPORT NO.
Mr. Jim Thomas
Wild ish Buildin9 Co.
P.O. Box 7428
EUgene, Oregon 97401
DATE CAST
. STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
02-04-08 CAST BY J. Keller
4000 psi .
4000 psi SACKS
40-1K CEMENT
Hot Water, Non-chloride Accelerator
3 TICKET NO. 3089848'
580F YARDAGE 10.75 OF
390F WEATHER Overcast
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
188.25
POUR LOCATION
Second floor slab on deck from lines 7 to 10, between A and E.
LOAD 3 SAMPLED
Near lines 7.5A.5.
TEST AGE AREA WEIGHT . TOTAL COMPRESSIVE
DATE (DAYS) (IN.') , (LBS) LOAD (LBS) STRENGTH (PSI)
I 02-07-08 3 FC 12.62 I 8.2 26000 I 2060
I 02-11-08 7 FC 12.62 I 8.2 44300 I 3510
I W/C FC I I
~ 02-11-08 7LC 12.62 I 8.3 64100 5080
03-03-08 28 LC
I 03-03-08 28 LC
I Hold Hold
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
I 8:05 AM
7:35 AM
I
I
I
I
7:40 AM
.. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of.on-site test results.
LC - Lab Cure
FC - Field Cure
Rev;ewed By,
~-~~-
Michael L. "M~yJ ~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
This report andlor enclosed test data is the confidential property of the client to whom it is-addressed and pertains tethe specific
process and/or maferial evaluated. As such, information contained herein shall not be.reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, lnc:'s written authorization.
i' .
7fiJ NN CarlaJAvenue' CorvaIfIS, 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
630fiJ Corporate Place, Suite 2' Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
02-11-08
2077102
5695
02-05-08
4"x8"
Knife River
3/4"
6.1%
6"
7:40 AM
4 cyls. ASTM C31
3 cyls. field Cure
TYPE OF .
FRACTURE-
D
D
D
.. '''P)
. ...,..,;h~..
'::,,-
11~'llNrt;4II~~" ~~'II'n.I~LU
CLIENT
$5
GcJ.....:." lica1 & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
EUgene, Oregon 97401 .
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES'
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATioN
LOAD 11 SAMPLED
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9field, Ore90n
COMi007C00B28
'-
B.P. NO.
02-04-08 CAST BY J. Keller
4000 psi .
4000 psi SACKS
40-1K CEMENT
Hot Water, Non-chloride Accelerator
11 TICKET NO. 3089864
55'F YARDAGE 10.75 OF
41'F WEATHER Overcast
Second floor slab on deck from lines 7 to 1 O~ between A and E.
Near lines8.2C.5.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE /DAYS) (IN." (LBS) LOAD (LBS) STRENGTHIPSI)
02-07-08 3 FC 12.62 8.3 25500 I 2020 I
02-11-08 7 FC 12.62 8.3 41600 I 3300 I
W/C FC I I
02-11-08 7lC 12.62 8.4 68800 I 5450 I
03-03-08 28 LC 12.56 8.4 87700 6980 I
03-03-08 28 LC 12.56 8.4 88200 7020 I
Hold Hold
DATE
PROJECT NO.
REPORT. NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIRCONTENT
SLUMP
168.25 TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
IPSI)
TIME OF
TEST
8:10AM
7:50 AM
7000
7:50 AM
11:55AM
12:00 PM
.. A - Cone 8. CtmeJSpJi! C . Cona Shear D - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Reviewed By:
A.~~ .----
Michael L. M:yer rI'~
Technical Manager
c: Sarrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
02-11-08
2077102
5696
02-05-08
4"x8"
Knife River
3/4"
4.3%
5 1/2"
9:45 AM
4 cyls. ASTM C31
3 cyls. Field Cure
lYPE OF
FRACTURE-
D
D
D
D
B
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.
7fiJ NN 0:rneI1 Avenue' CoIvaIflS, Oregon 97330, phone (541) 757-4698 . fax(541) 757-2991
29540 BAirpatRoad' Eugene, Oregon 97402 . phone (541)684J84.J' fax (541 )684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
IJ, ;Pftl
.' 'fr
"/ ..,~
...... .,..
Geotechnical & Conslruclion Servires
11:.'mlrt;"U~'1l1;,'n'h'.II'I.
g
Compressive Strength of Concrete
,(ASTM C39)
DATE
PROJECT NO.
REPORT NO.
CLIENT
Mr. Jim Thom'as .
Wild ish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield,.Oregon
,. , .
B.P. NO. L9.QM2007~00828, _
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
02-04-08 CAST BY
4000 psi
4000 psi SACKS
146 CEMENT
Hot Water, AEA. 10 oz. NC534
4 TICKET NO.
620F YARDAGE
360F WEATHER
02-11-08
2077102
5697
A. Fenstermacher,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
6.0
336326
10.25 OF 174.50
Overcast
POUR LOCATION
Second fioor slab on deck from line,S 13 to 16, between A and E.
LOAD 4 SAMPLED
Near lines 13.5D.8.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH
DATE (DAYS) (IN') (LBSI LOAD (LBS) STRENGTH (PSIl (PSI)
02-07-08 3 FC 12.62 8.4 20200 1600
02-11-08 7 FC 12.62 8.4 43000 3410
W/C FC
02-11-08 HC 12.62 8.4 61700 4890
03-03-08 28 LC
03-03-08 28 LC
Hold Hold
TIM E OF
TEST
8:15AM
8:00 AM
7:55 AM
... A - Cone B - Cone/Split C'- Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Reviewed By:
Michael L. Meyer
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff ConsulUng Engineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Eugene Sand and Gravel .- (e-mail)
City of Springfield
MLM:jw
02-05-08
4" x8"
ESG
3/4"
4.2%
5"
8:00 AM
4 cyls. ASTM C31
3 cyls. Field Cure
TYPE OF
FRACTURE-
D
D
D
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 FEr Testing & Inspection" Inc.'s written authorization.
7fiJ NN CarlaJAvenue' CoIvaIIis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684.Ja4g . fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
J111......1
~~r,
..-t....
$S
G.-v~ " ,icaI& Construdion Servires
Compressive Strength of Concrete
(ASTM C 39)
rl~'lltlrt.''''I'~'Ii:IIllJi.'~I.
CLIENT
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
_.,~..~... -
~ .COM2007'00828
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
B.P. NO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
02-04-08 CAST BY
4000 psi
.4000psi SACKS
146 CEMENT
Hot Water, AEA, 10 oz. NC534
10 TICKET NO.
63"F YARDAGE
37"F WEATHER
560377
10.25 OF 174.50
Overcast
A. Fenstermacher
6.0.
POUR LOCATION
Second floor slab on deck from lines 13 to 16, between A and E.
LOAD 10 SAMPLED
Near lines 15C.
DATE
PROJECT NO. .
REPORT NO.
02-11-08
2077102
5698
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
02-05.08
4"xB"
ESG
3/4"
4.5%
5"
9:15AM
4 C}ils. ASTM C31
3 cyls. Field Cure
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE-
I 02-07-08 3 FC 12.62 8.4 20800 1650 8:20AM D
I 02-11-08 7 FC 12.62 8.4 38800 3070 I 8:05 AM D
I W/C FC
I 02-11-08 7 LC 12.62 8.5 62300 4940 I 8:10AM A
I 03-03-08 28 LC
I 03-03-08 28 LC I
I Hold Hold
~.A-Cone B"Cone/Spllt C-ConeShear D-Shear E-Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
LC - Lab Cure
FC - Field Cure
Reviewed By:
/IJ.~.~ -
Michael L. M~;;P-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpffConsultin9 Engineers -(e-mail)
Ore90n Military Dept. - (e-mail)
EUgene Sand and Gravel - (e-mail)
City of Springfield V .
MLM:jw
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
I thereof be disclosed without F!=-l Testing & Inspection, Inc.'s written authorization.
7fiJ NN CanelIAvenue' CoIvaIfIS, Oregon 97330, phcne (541) 757-4698, fax(541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phcne (541) 684;l849. fax (541) 684-J851
63050 Co~rate Place, Suit~ 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~
.~;I
11~''''''';.''''ilIl''''~''lli Geotechnical & Conslruclion Servires
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr. Jim Thomas
Wiidish 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
Metal-Some Fabrication
Wildish Building Co.
Shop: Iii
Weather:
BPNo.:
02-11-08
2077102
E-18956
R. Bowling
02120381
AWS CWI
Field: 0
Inside
( C()~i007~O~.28'-:
\
i
Performed visual inspection on the following fabricated structural: steel glu-Iam buckets and embeds: 1F,
1H, (2) 1K; (2) 1M, (3) 1P, 2A, 2C, 2D, (2) 2F and 2H. Completed welds were checked for size, length,
profile and location. .
Fabricator 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 02-05-08
and' applicable AWS D1.1 code, except if noted above. '
Reviewed By:
N/jfjt
Dale A. Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff ConSUlting Engineers - (e-mail)
Oregon Military Depl. - (e"mail)
City of Springfield
DAW:jw
This report andlor 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.
7fiJ NNComell Avenue' Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991
29540 B Airport Road, Eugene, Oregon 97 402 . phone (541) 684-J849 . fax (541) 684--3851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
53
...".," .p..'p..',.J
... ,,' . '
... .... "O-
n "'. n_'
-(+ -'::. "
*
." ',""
<~.~r
,:,4'.
Page 1 of 1
11~'llmf;<!II~..' ~l'lIlh'lIW!I
Ck,b..:'" ,~ & Construction Servires
Daily Field Report
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.:
02-11:08
2077102
E-18951
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: ,Partly, Cloudy
BP No.: i CQM2007-00828
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for west penthouse slab on deck 'and
preliminary inspection for center and east penthouse. Reinforcing steel was checked
for grade, size, laps, quantities, locations, ties, supports and clearance. A final
inspection for center and east penthouse slab on deck will be performed prior to
, concrete pla?ement.
I .
Observed the placement of 51.50 cu./yds. of Knife River 4000 psi concrete (Mix 40"1 K)
into west penthouse deck. Concrete was placed by pump and was mechanicaily
consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Tony Dean
(WBC) was notified of on-site test results: slump 4"; concr.ete temperature 60F; air
temperature 41 F; air entrainment 4.1 'Ie.
Mr. Dean was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in.,accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
.'
/h . 't',1Ju",
Michael L. Miler
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
. 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, lnc.'s written authorization. '
7fiJ NN CanE>J Avenue' CoIvaIIis, Oregon 97330. phone (541) 757-4698'fax (541) 757-2991
29540 BAirport Road . Eugene, Oregon 97402 . phone (541) 684J849. fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~J:
~,~=.
1rZ,,~l
Page 1 of 1
11a.'lltIrf;.I~~~~lth'I\'_
. (k,~, ,'--al & ConSlrudion Services
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex Phase II
311O'Pierce Parkway
Springfield, Oregon '
Date:
Project No.:
Report No,:
Inspector:
10 No.:
02-08-08
2077102
E-18931
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: ,_Showers
BP No.: \ COM2007-00828
~. --.',..... .
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for second fioor slab on deck between
lines 16 and 17.5, from A to E and between 17.5 and 22, from A to C. Reinforcing steel
was checked for grade, size, laps, quantities, locations, ties supports and clearance.
Verified welded wire fabric installation.
Observed the placement of 200.0 cu./yds.of Eugene Sand and Gravel 4000 psi
concrete (Mix 146) in areas listed above. Concrete was placed by pump and was
mechanically consolidated. Cast one (1) set of seven (7) 4" x 8" concrete test cylinders
(four (4) lab cure and three (3) field cure) and one (1) set of four (4) 4"x 8" concrete
test cylinders. Tony Dean (WBC) was notified of on-site test results.
Set 1
Slump - 5"
Concrete Temperatu're - 69F
Air Temperature - 41F
Air Entrainment- 3.7%
Set2
Slump - 41/4"
Concrete Temperature - 70F
Air Temperature - 51 F
Air Entrainment - 3,7%
Mr. Dean was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By: ,
fh.i.~
Michael L.- M~-;
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff ConsuUingEngineers - (e-mail)
Oregon Military Depl. - (e-mail)
City'of Springfield
MLM:jw
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 arid/ormaterial 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.
7fiJ NN CanE>J Avenue' CoIvaIfis, Oregon 97330, phme(541) 757-4698, fax (541) 757-2991
29540 BAirpatRoad. Eugehe, Oregon 97402, phone (541)~' fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 382-4844 . fax (541) 382-4846
I1P,Pj'
dt!
.U".;ilml:III~'~UllIUIIN.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
TEST
DATE
02-07-08
02-11,08
W/C
02-11-08
03-03-08
03-03-08,
Hold
AGE
tDAYS)
3 FC
7 FC
FC
7LC
28 LC
28 LC
Hold
~s
G,.,,~ , ,:CaJ & Construdion Servioos
Compressive Strength of Concrete
(ASTM C 39)
PROJECT LCAFRC Complex '
Phase Ii .
3110 Pierce Parkw~y
Sprin9field, Oregon
B.P. NO. f COM2007-00828
c
DATE
PROJECT NO.
REPORT NO.
Mr. Jim Thomas
Wild ish Buildin9 Co.
P.O. Box 7428
EUgene, Oregon 97401
02-04"08 CAST BY J. Keller
4000 psi
4000 psi SACKS
40-1K CEMENT
Hot Water, Non"chloride Accelerator
3 TICKET NO. 3089848
58'F YARDAGE 10.75 OF
39'F WEATHER 'Overcast
174.50
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
Second floor slab on deck from lines 7 to 10, betWeen A and E.
Near lines 7.5A.5.
AREA
(IN.')
12.62
WEIGHT
(LBS)
8.2
AVERAGE
STRENGTH
(PSn
TIME OF
TEST
8:05 AM
TOTAL
LOAD (LBS)
26000
COMPRESSIVE
STRENGTH (PSn
( 2060
',/
..A-Cone 'S-Cone/Split C-ConeShear D-Shear' E-Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
Reviewed. By:
/J1."1!,~
Michael L. ~e~~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 En9ineers - (e-mail)
Oregon Military Dept. - (e"mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
02-07-08
2077102
5695
02-05-08
4nxB"
Knife River.
3/4"
6.1%
6"
7:40 AM
4 cyls. ASTM C31
3 cyls. Field Cure
TYPE OF
FRACTURE-
.D
This report andlor enclosed test data is the confidential property of the client to Vvttom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shari "C?t be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc:'s written .authorization.
7fiJ NN CanE>J Avenue' CavaIIis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991-
29540 B Airpat Road, Eugene, Oregon 97402 . phone (541) 684,3849 . fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
.~ '..,~. .....".').
.'''''~
,- '1.. .,. :.
. . ".,
." ,~r,
. ,-t',..
11:r.'II~lrt;.I~I.'~I'IIIII'.I~L.
CLIENT
ss
Geotechnical &,Q;lnslrudion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Buildin9 Co.
P.O. Box 7428
EUgene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
311 0 Pierce Parkway
Springfield, 0rejJ..?n,
B.P. NO. ~COM2b<ij:6b828
. DATE
PROJECT NO.
REPORT NO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO. .
CONCRETE TE'MP
AIR TEMP
POUR LOCATION
LOAD 11 SAMPLED
TEST
DATE
02-07"08
02-11-08
W/C
02-11-08
03-03-08
. 03-03-08
Hold
AGE
(DAYS)
3 FC
7 FC
FC
HC
28 LC
28 LC
Hold
02"04-08 CAST BY 'J. Keller
4000 psi
4000 psi SACKS
40-1K CEMENT
HotWater, Non'chloride Accelerator
11 TICKET NO: 3089864
550F YARDAGE '10.75 OF
410F WEATHER Overcast
174.50
DATE RECEIVED
SPECIMEN SIZE
SUPPLiER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
Second floor slaD on deck from lines 7 to 10, between A and E.
Near lines 8.2C.5.
AREA
fiN.'}
12.62
AVERAGE.
STRENGTH
(PSI)
TIME OF
TEST
8:10AM
WEIGHT.
(LBS)
8.3
TOTAL
LOAD (LBS)
25500
COMPRESSIVE
STRENGTH (PSli '
2020.
---
I
I
-A-Cone ,S-Cone/Split C.ConeShear D-Shear. E-Columnar
REMARKS: Tony Dean (WBC) was,advised of on-site test results.
Reviewed By:
J(~~J
Technical Manager
c: , Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dep!. - (e-mail)
Knife River - (e-mail)
City of Sprin9field
MLM:jw
02"07-08
2077102
5696
02-05-08
4" x8"
Knife River
3/4"
4.3%
51/2"
9:45 AM
4 cyls. ASTM C31
3 cyls. Field Cure
TYPE OF
FRACTURE-
D
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 eyaluated. As such, information contained herein shall not be reproduced in part or full arid/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7fiJ NN ComeIJA\e1lJ!l' CavaIiis, Oregon 97330, phme (541) 757-4698, fax (541) 757-2991
29540 BAirpcrt Road . Eugene, Oregon 97402 . phme (541) ~ . fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~~~..
~4\;_J
11:"'ll\llrf;"I~~'~~'IIIII\.IHII
CLIENT
>:r
Geotechnical & Constn..icfun Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Ore90n 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT..CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP.
POUR LOCATION
LOAD 4 SAMPLED
TEST
DATE
02-07-08
02-11-08
W/C
02-11-08
03-03-08
03.03-08
Hold
AGE
(DAYS)
3 FC
7 FC
FC
HC
28 LC
28 LC
Hold
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9field,Oregon.;
B.P. NO. (COM2007-00828
02-04-08 CAST BY
4000 psi
4000 psi SACKS
146 CEMENT
Hot Water, AEA, 10 oz. NC534
4 TICKET NO.
62"F YARDAGE
36"F WEATHER
A Fenstermacher
DATE
PROJECT NO.
. REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE .AGG.
AIR CONTENT
SLUMp.
TIME
SPECIMEN STORAGE
Second floor slab on deck from lines 13 to .16, between A and E.
Reviewed By:
(J,. ';(. ~ ---
Michael L. M:ye/l~
Technical Manager
6,0
336326
. 10.25 OF 174.50
Overcast
Near lines 13.50.8.
AREA
(IN.')
12.62.
TOTAL
LOAD (LBS)
20200
COMPRESSIVE
STRENGTH (PSI)
1600
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:15AM
WEIGHT
(LBS)
8.4
1
.1
, I
-A-'Cone B-Cone/Split C-ConeShear D-Shear I. E-Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Eugene Sand and Gravel- (e-mail)
City of Springfield
MLM:jw
02-07-08
2077102
5697
02-05-08
4" x8"
ESG
3/4"
4.2%
5"
8:00 AM
4 cyls. ASTM C31
. 3 cyls. Field Cure.
TYPE OF
FRACTUREh
D
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, infonnation contained herein shall not be reproduced in part or full andlor any part
. thereof be disclosed without FEr Test[ng & Inspection, lnc.'s written authorization.
,7fiJ NN ComeIIAvenue' CavaifIS, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991
. 29540 BAirpatRoad' Eugene, Oregon 97402, phone(541)~' fax (541) 684-J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 ) 382-4846
I)'..' 'p' ")"
.". -.- ...
.. .... .
, ' , - .
',.",'r::...~.,
,.. ,'!l'
:;:::.,'i.....
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
EUgene, Oregon 97401
11:lr.'llml;.II~'lj;lll'JI'.I~IU
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 10 SAMPLED
TEST
DATE
I 02-07-08
L 02-11,08
I W/C
L 02-11-08
I 03-03-08
1 03-03-08
1 Hold
AGE
(DAYS)
3 FC
7 FC
FC
HC
28 LC
28LC
Hold
D'
,
Geotechnical & Construdion Servires
Compressive Strength of Concrete
(ASTM C 39)
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, <{regoD '_,
B.P. NO. I'COM200i;o0828 '
DATE
PROJECT NO.
REPORT NO.
02-07-08
2077102
5698
02-04-08 CAST BY A. Fenstermacher- DATE RECEIVED 02-05-08
4000 psi SPECIMEN SIZE 4" x8"
4000 psi SACKS SUPPLIER ESG
146 ' CEMENT 6.0 MAX SIZE AGG. 3/4"
Hot Water, AEA, 10 oz. NC534 AIR CONTENT 4.5%
10 ' TICKET NO. 560377 SLUMP 5"
63"F YARDAGE 10.25 OF 174.50 TIME 9:15AM
37"F WEATHER Overcast SPECIMEN STORAGE 4 cyls. ASTM C31
3 cyls. Field Cure
Second floor slab on deck from lines 13 to 16, between A and E.
Near lines 15C.
AREA
(IN.')
12.62
WEIGHT
(LBS)
8.4
AVERAGE
STRENGTH
(PSI)
TYPE OF
FRACTURE~
D
TIME OF
TEST
8:20 AM
'TOTAL
LOAD (LBS)
20800
COMPRESSIVE
STRENGTH (PSI)'
,
. 1650
1
'1
- A - Cone B - Cone/Split C _ Cone Shear 0 - Shear', E - Columnar
REMARKS: Tony Dean (WBC) was advised of on-site test results.
Reviewed By:
jJ;.~~ -
Michael L. ~:y;r----
Technical Manager.
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers"': (e-mail)
Ore90n Military Dept. - (e-mail)
Eugene Sand and Gravel ~ (e-mail)
City of Springfield
MLM:jw
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 FEl Testing & Inspection,lnc.'swritten authorization.
7fiJ NN CanelIAvenue' CavaIiis, Oregon 97.330 . phme (541/757-4698' fax (541) 757~1
29540BAirpcxtRoad. Eugene, Oregon 97402 . phme(541)684-3849 .faX(541)6!l4J851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541} 382-4844 . fax (541) 382-4846
D'
fl-....)
." ,'~r'--
..,., ..: ,. ...
... ..
"'..,ft.
Geotechnical & Conslruclion Servires
CO!'llpressive Strength of Concrete
(ASTM C 39)
li:ll1il~lrt;41~~1~~11(III.l~[.
CLIENT
Mr. Jim Thomas
Wild ish Building Co.,
P.O. Box 7428
Eugene, Oregon 9.7401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sp~ngfield, .oregon
B.P. NO. ,rCOM2001~00828
DATE
PROJECT NO.
REPORT NO.
02-06-08
2077102
5646
DATE CAST 01-09-08 CAST BY S. Daughtry DATE RECEIVED 01-10-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" xSn
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 2440NE7100 CEMENT MAX SIZE AGG. 314"
ADDITIVES. Hot Water, Air, WRDA 64 AIR CONTENT 5.2%
LOAD NO. 2 TICKET NO. 3092830 SLUMP 4"
CONCRETE TEMP 63" F YARDAGE 10.0 OF 170.0 . TIME 7:55 AM
'AIR TEMP 37' F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Second level suspended slab from line A to E, between lines 4 and 7.
LOAD 2 SAMPLED Near lines 4.7C.5.
AVERAGE
TEST . AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF .TYPE OF
DATE (DAYS) (IN.') (LBSI LOAD (LBSI STRENGTH (PSI) (PSI) TEST FRACTURE-
01-16-08 7 I 12.56 8.3 57700 4590 I 1:30 PM D
02-06-08 28 I 12.62 8.3 80300 6360 8:55 AM E
02-06-08 28 I 12.62 8.3 78900 6250 I 6305 9:00 AM D
Hold I
-A-Cone B-Cone/Split C'- Cone Shear D.Shear E-Columnar
REMARKS: Tony Dean (Wildish Buildin9 Co.) was advised of on-site test result~.
Reviewed By:
/h. 't .1Aw.._____
Michael L. ;"ey~
Technical Manager
c: Barrantine Bates Lee - (e'mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. ~ (e-mail)
Knife River - (a-mail)
City of Sprin9field
MLM:jw
This reportand/or enclosed test data is the confidential property of the client to wtiom 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.
7fiJ NN ComeIIAvenue' CoIvaIIis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAiI)XXlRoad . Eugene, Oregon 97402, phone (541 )684-3849 'fax (541) 684-J851
630fiJ Corporate Place, Sune 2. Bend, Oregon 97701 . phone (541 ) 382-4844 . fax (541) 382-4846
, . ,.
~
.~~~..J.
~7~{.
.1~'II~(rI:"l~.'~~'IIII~tJlH.
Ga..,b,; ,,,ical & ConstrUclion Servires
Compressive Strength of Concrete.
, .
(ASTM C 39)
CLIENT
Mr. Jim Thomas
Wild ish Buildin9 Co.
P.a. Box 7428
EUgene;' Oregon 97401
PROJECT . LCAFRC Complex'
Phase II
3110 Pierce Parkway
,-Springfield, Oregon
B.P. NO. l COM2007:00828 .
DATE
PROJECT NO.
REPORT NO.
02-06-08
2077102
5647
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP,
AIR TEMP
POUR LOCATION
. 01-09-08 CAST BY S..Daughtry DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
2440NE7100 CEMENT MAX SIZE AGG.
Hot Water, Air,WRDA 64 AIR CONTENT
11 TICKET NO. 3092842 SLUMP,
620 F YARDAGE 10,0 OF 170,0 . TIME
410 F WEATHER Overcast SPECIMEN STORAGE
Second level suspended slab from line A to E, between lines 4 and 7.
01-10-08
4" x 8"
Knife River
3/4"
5.9%
,53/4"
.10:40 AM
ASTM C31 '
LOAD 11 SAMPLED
Line B.2 at 5.5.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI)' (PSI) TEST . FRACTUREH
01-16~08 7 12.56 8.2 52200 4160 1:35 PM D I
02-06-08 28 12.62 8.2 69800 5530 9:05 AM A I
02-06-08 28 12.62 8.2 68600 5440 5485 9:10AM A I
Hold I.
..A-Cone B-Cone/Split C t Cone Shear D-Shear E-Columnar
REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
IJt .<i.I1uA ~
Michael L. ~e~e-r- '
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consultin9 Engineers - (e-mail) :
Ore9on Military Dept. - (e-mail)
Knife River ~ (e-mail)
City of Springfield
, '
MLM:jw
This report and/or encfosed test data is the confidentiai property of the client to whom it.is addressed and pertains to the specific
process and/or materi~l.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.
7fiJ NN CorneD Avenue' Cavaflis, Oregon 97330, phcre(541) 757-4698.' fax (541) 757-2991
29540 BAirpat Road . Eugene, Qega197402 . phcre (541) 6843849 . fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
IT
......p'.)'
. .... ," -.-
." ..,'.....
. - ,. "
'.",.."~
...... n_' _
Page 1 of 1
1I~'""""""""I""II"!1 Geotechnical & Conslruclion Servires
'. Report of Inspection, Services
Welding/High-Strength Bolting
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Compiej('
Phase 11
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
02-06-08
2077102
E-18903
R. Bowling
5241068-85
ICC
Field: ~
Clou,<ly.. ." _
~O_M26_07:00828j
Inspection of:
Fabricator or Erector:
Contractor:
Decking
REFA
Wildish Building Co.
Shop:. 0
Weather:
BPNo.:
Performed re-inspection on Hilti shot pins at roof level decking on grid,iine A to E, from 1 to 5 and line 5 to
7, from' A,to E at roof level (ref.: FEI report no. EC18911 dated 02-05-08). Side seams are button punched
and were also completed al.both of these locations.
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 drawings dated 07-24-07, EOR
directive dated 11-14,07 and applicable AWS D1.3 code, except if noted above. .
Reviewed By:
111::1# ,
Structural Steel Supervisor
c: . Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers ~ (e-mail)
Oregon Miiitary Depl. - (e-mail)
City of Springfield
DAW:jw
This-report and/or enclosed test.d'ata 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 n?t be reproduced in part or full andlor any part
thereof be disclosed W'ithout FEl Testing & Inspection, lnc.'s written authorization.
7fiJ NN.Come>1I Avenue' Corvallis, Oregon 97330, phone (541)757-4898' fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402. phone (541) 68<h3849 . fax (541) 684-3851
630fiJ Corporate Place, Suite 2" Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
.0'
.'E)'
Page 1 of 1
U:"1llill'l;"I~.'~:'IlIJIII.hI1" Geotechnical & Corlsbuction Servicas.'
'Report of Inspection Services
Welding/High-Strength Boltin9.--
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.:
ReportNo.:
Inspector:
10 No.:
02-05-08
2077102
E-18911
C. Walpole
5114210-85
ICC
Field: 0
Overcast,_ . "
-~-':'"..- .. I
COM200i:~00828 _ /
---,....:..>--'......._-.~- -
Inspection of:
Fabricator or Erector:
Coniractor:
Weiding/High Strength Bolts
REFA
Wildish Building Co:
Shop: 0
Weather:
BPNo.:
Arrivedon-sitto perform visual inspection of Hilti pins,and punch iock in sheet metal roof decking. Pins
were not completed at the time of inspection. Work is in-progress between lines A and E, from 1 to 5.
Performed visual inspection of" the second floor canopy between lines B, G and C, from 22 to 25.
Completed welds were checked for size, length, profile and location.
Verified the A325 high strength TCB bolts were brought into tension. Verified the additional one-third turn
for the turn-of-the-nut method has been completed at the second floor moment connections at lines
B.6/11 and B.6/12.
Contractor was asked to notify our office when additional services are needed.
To the best of our knowledge, the work check~d is in conformance with structural drawings, A.I.S.C.
manual and applicable AWS D1.1 code, except if noted above.
Reviewed By:
~/~
Dale A. Webber
Structural Sieel Supervisor
.,
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
'-
DAW:jw
RECEIVED
FEB 1 3 1000
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.
7fiJ NW Comell Avenue' Corvaliis, Oregon 97330 . phone (541) 757-4898 . fax (541) 757-2991
29540 B Airport Road' Eugene, Oregon 97402 ' phone (541) ~9 . fax (541) 684-3851
63050 Corporate Piace, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
~s
'~=~I
~'~H_.
Page 1 of 1
1I:Iro'II~ltl;"l~.":'UllllilJWl
Gov~ ,,1ica1 & Construc:fun Servires
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co. .
P.O. Box 7428
Eugene, Oregon' 97 401
Project:
LCAFRC Complex Phase II
Operations Maintenance Shop
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
02-05-08
2077102
E-18932
R. Marjama
5235029-49
ICC
Inspection of: . Reinforced Concrete
Contractor: Wildish Building Co;
Weather: Overcast.".
BP No.: (C-6M200+~<,j'b828
\ ~- -",-'-- -- ... -.
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on ,the reinforcing steel in spread footing at lines B8.1.
Reinforcing steel was checked for grade, size, lap, piacement and clearance.
Reinforcing steel was secured with tie_wire and supported above grade. Note: a
portion of footing was taken up by existing concrete footing for steel bollard. Concrete
, was cleaned and dowels Installed to tie it into newfooting.
Observed the placement of 1.0. cu.lyd. of Eugene Sand and Gravel 4000 psi 'concrete
(Mix 146) in areas listed above. Concrete was placed directly from the truck and was
mechanically consolidated. Concrete was sampled earlier today (ref.: FEI report no. E-
18897) during placement in second floor slab of main building. .
To the best of our knowledge, the work inspected was in' accordance with plans dated
11-27-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
Ih.';(,~ -
Michael L. Meilr -
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Depl. - (e-mail)
City of Springfield
MLM:jw
This reportand/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 nofbe reproduced in part or full and/or any part
thereof be disclosed without FEl Testing & Inspection, Inc,'s written-authorization.
7fiJ NN CarlaJAvenue' CoIvaIlis, Oregon 97330, phcrle(541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-3849' fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 382-4844 . faX (541) 382-4846
.." ...,c,' , ........ '...',.,.J, .
H.. ._.. 'n.
"t"r.' .
" .
n' . ,..
c, ""...:'
-,,. ... .
Geotechnical & Construclion Servires
11~'lltlrt;41I~~'l:il;II(llr.IH.
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex Phase II .
3110 Pierce Parkway
Springfield, Oregon
"
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co:
Weather: Overcast , '
BP No.: CSOM~007,llP?2~..
$'S
Page 1 of 1
Dai!y Field Report
Date:
Project No.:
Report No.:
Inspector:
10 No.:
02-05-08
2077102
E-18897
R. Marjama
5235029-49
ICC
C.ontinuous Inspection: ' 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel for second floor slab within lines C to
E and 10 to 11, C to E and 12'to 13, C to C.7 and 11 to 11.6. Reinforcing steel was
checked for. grade, size, lap, placement and clearance. Reinforcing steel was secured
with tie-wire and supported above deck:
Observed the placement of 70.0 cu./yds: of Eugene Sand and Gravel 4000. psi
concrete (Mix 146) in areas listed above. . Concrete was placed by pump and was
mechanically consolidated. Cast one (1) set of six (6) 4" x 8" concrete test cylinders
(four lab cures and two field cures). Tony Dean (WBC) was notified of on-site test.
results: slump 5 1/2"; concrete temperature 67F; air temperature 41 F.
Mr. Dean was asked to notify our office when additional services are needed.
. To the best of our knowledge, the work inspected was in accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
(h:1.~
Michael L. :w;eJr- , .
Technical Manager
c: Barrantine Bates Lee - (e.mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
,.
MLM:jw
This report and/or enclosed test data is the confidential property of the client to whom it is addressed a~d pertains t~ the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereofbe ~isclosed'without FEI Testing & Inspection, Inc.'s written authorization.
7fiJ NN CarlaJAvenue,' CoIvaIrlS, Oregon 97330, phme (541) 757-4698, fax (541) 757-2991
. 29540 BAirporl Road . Eugene, Oregon 97402 . phale (541)684-3849' fax (541) 684-J851
63050 Corporate Place, SU~7 2 . Bend, Orego~ 97701 . phone (541) 382-4844 . fax (541) 382-4846
(~fEl
11;"llNrt:"II~' ~~'lIIl~.I~lll
CLIENT
Sf'
"
Geotechnical & Corstrudion Services
Cempressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
EUgene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 4 SAMPLED
PROJECT LCAFRC Complex :
Phase II
3110 Pierce Parkway
Sprin9field, Oregon.
B.P. NO. R0'M'20b7~ob .
,~+j- ~..-.""~-'~ -._-
DATE
PROJECT NO.
REPORT NO.
02-04-08
2077102
5642
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
01-07-08
4000 psi
4000 psi
40-1K
Hot Water
4 TICKET NO. 30S91 91
60" F YAROAGE 10.0 OF.. 170.0
36" F WEATHER Li9ht snow showers
Second floor slab line 1 to 4, from A to E..
J. Keller
01-0S-0S
4" x8"
SACKS
CEMENT
Knife River
3/4"
5.7% I
6"
. 9:00 AM
ASTM C31
Near lines f,5D.
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
;?!. '/.~-----
Michael L." ~e';;;
Technical Manager
c: Barrantine Bates Lee'- (e-mail).
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Sprin9field
MLM:jw
This .report andlor 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 andlor any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization:
,
7fiJ NN ComelAvenue' Colvaliis, Oregon 97330 . p/1one(541) 757-4698 . fax (541)757-2991
29540 BAirportRoad. Eugene, Clregon97402' phone (541)684-3849' fax (541) 684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54 Jl382-4844 . fax (541) 382-4846
~fEI',
11:"'II~lrt;41h1~'~:t1lmW
CLIENT
ss
Go-,:,cc.: ,,,ica1 & Construction ServiCES
, Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST'
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 11 SAMPLED
REMARKS:
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
~p~in9field, Oregon',
COM2007 -00828.
DATE
PROJECT NO.
, REPORT NO.'
02-04-08
2077102
5643
B.P.NO.
CAST BY
J. Keiler
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
. SLUMP
TIME
SPECIMEN STORAGE
01-07-08
,4000 psi,
4000 psi
4Q-1K
Hot Water,
11 TICKET NO. 3089205
62" F YARDAGE 10.0 OF
41" F WEATHER Overcast
Second floor slab line 1 to 4, from A to E,
01-08-08
4" x8"
SACKS
CEMENT
Knife River
3/4"
4,6%
51/4"
11:10AM
ASTM C31
170.0
Near lines 2.8C.6.
Tony Dean (Wildis.h Building Co.) was advised of an-site testresults.
Reviewed By:
A.i.~
Michael L. Meyer
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:jw
RECEIVED
JEB 0 8 2008
This rep'ort and/or enclosed test data is the confidential property of the client to whom it is'addressed and pe'rtains to the specific
process an~/or mate~ial evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed Without FEI Testing & Inspecti,on, Inc.'s written authorization.
. 7fiJ NN Comei Avenue' CoIvaIlis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540 BAirpatRoad' Eugene, Oregon 97402 . phone (541)684--'3849. fax (541) 684-J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846
~
~ftl
Page 1 of 1
11:"'lltlet,"'I~.':f1111Il~_
Geotechnical & Construction Servires
Daily Field Report
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.:
02-04-08
2077102
E-18883
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Overcast
BP No.: ,~COM2007'00828
Continuous Inspection: 0
Periodic Inspection: 0
Performed final Inspection on the reinforcing steel for the second floor slab on deck
from line 7 to 10, between Aand E. A preliminary ins'pection was performed on 01-16-
08 (ref.: FEI report no. E-18746). Note: extra reinforcement around openings and
expansion materiai' around gusset plates have been added. Also, performed inspection
on the reinforcing steel for the second floor slab'on deck from line 13 to 16, between A
and E. Reinforcing steel was checked for grade, size, laps, quantities, ties, support
. and clearance. Verified welded wire fabric installation.
Observed the placement of 174.5 cu.lyds. of Eugene Sand and Gravel 4000 psi
concrete (Mix 146) into slab between lines 13 and 16, from A to E and 168.25 cu./yds.
of Knife River 4000 psi concrete (Mix 40-1K) into slab betweenlines 7 and 10, from A
to E.. 'Concrete was placed by pump and was mechanically consolidated. Cast four (4)
sets of seven (7) 4" x 8" concrete test cylinders (three (3) from each set field cured).
Tony Dean (WBC) was advised of test results. .
Set 1 - ESG Set 2 - ESG Set 3 - KR Set 4 - KR
Slump- 5" Slump - 5" Slump - 6" Slump - 51/2"
cr-~F cr-~F cr-~F cr-~F
AT-36F AT-37F AT-39F AT-41F
AE-4.2% AE-4.5% AE-6.1% AE-4.3%
CT -; Concrete Temperature AT -Air Temperature AE - Air Entrainment
Mr. Dean was asked to notify our office when addition?1 services are needed.
To the best of our knowledge, the work inspected was inl,accordance with pians dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
(J1.'i,~
Michael L. Meyer
Technical Manager
c:
Barrantine Bates Lee - (e-maii)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City, of Springfield
This report andlor enclosed test data is the confidential property of the client to whom iUs 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 FEl Testing & Inspection, lnc.'s written authorization.
7fiJ NN Cornell AVenue' CoIvaIlis, Oregon 97330, phone (541) 7?7-4698. fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 fax (541) 684-J851
63050 Corporate Place, Suite 2: Bend, Oregon 97701 'phone (541)382-4844' fax (541)382-4846
ss
~fEl
11~'ll~lfI;.h'~~~;lIIII~11W!I Geotechnical & Construction SefVices
Page 1 of 1
Field Density Test Results - ASTM D 2922
Client:
Mr. .Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex Ph. II'
Operations Maintenance Shop
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
01-31'08
2077102-700
E-18868
COM2007-00828
MOISTURE/DENSITY DATA: ASTM 01557 - Maximum Dry Density of 144.0 pcf, at 6.0% moisture is from our sample no.
1271 dated 05-06-04 for 1 1/2" -0 crushed gravel (Wild ish Sand and Gravel).
Wet
Test Approximate Location Approx. Density Percent Dry Density Percent Compaction
No. Elev, (pcf) Moisture (pcf) Compaction Requiremimt
1 Near lines 8.5B I 474.00' I 148,1 7.0 138.4 96.0 I 95.0
Tests performed below finished grade of base rock under slab on grade for new addition on east side of existing buiiding.
Remarks: Tony.Dean (Wildish Building Co.) was advised of test results.
Reviewed By:
(J1.y.~- ~
Michael L. M~yer ~
Technical Manager
. . ,
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers -(e-mail)
Oregon Military Dept. - (ecmail)
City of Springfield
MLM:jw
This report and/or ericlosed lest dilla is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such; in!Onlllllion
~ontajlled herein shall l101 be reproduced in part of full andror allY part thereofbe disclosed without FE! Testing & Inspection, lllc. '5 written authorization.
750 NW Comell Avenue' Corvallis, Oregon 97330' phone(541) 757-4698 . fux (541) 757-2'l'Jl
29540 B Airport Road . Eugene, Oregon 97402. phone(541) 684-3849 . fux(541)684-3851
63050 COI]lorate Place, Suite 2 . Bend;.Oregon 97701'. phone (541) 382-4844 . fax (541) 382-4846
~r..~
';rtt~
':Q
Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-StrenQlh BoltinQ
1I:"'IlNtt;.ljIN,,~~alllh'.m. GeOtechnical & Construction Services
Client: Mr. Jim Thomas
Wiidish 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
REFA
Wildish Building Co.
Shop: 0
Weather:
BP No.:
01-29-08
2077102
E-18844
C. Walpoie
5114210-85
ICC
Field: 0
Rain
COM2007-00828
- .','
Performed visual inspection of welding in-progress at roof .Ievel joist to panel along line E and drag strut
connections. Welding was in:progress by certified welders using E7018 S.MAW. process.
Also, the high strength bolts at two moment connections at lines 11/B.6 and 12/B.6 were checked for
'snug-tight' conditions and marked with paint for the turn-of-the-nut method. The additional one-third turn
was not performed at this time.
Contractor was asked to notify our office when additional services are needed.
To the best of our knowledge, the work in-progress is in conformance with 'structural drawings, A.I.S.C.
manual and applicable AWS D1.1 code,' except if noted above,
'..-.
Reviewed By:
A//~
Dale A. Webber
Structural Steel Supervisor
c: . Barrantine Bates Lee - (e-mail)
kpff Consulting Enginee(s - (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 client to whom it is addressed and pertains to the specific
process and/or materiaJevaluated. As such, information contained herein shall 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 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
~...... -
~~rt ~
>,J
Page 1 of 1
.1a.'mlrf;.I~"':'~"lIh'1:'IWII. Geotechnical & Cons1ructiqn Services
Report of Inspection Services
WeldinQ/HiQh-StrenQth BoltinQ
Client: Mr. Jim Thomas
Wildish Building Co.
P.O Box 7428
Eugene, Oregon 97401
Inspection of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wildish Building Co.
Project: LCAF,RC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
. ,
Date:
Project No.:
Report No.:
Inspector:
ID No.:
01-22-08
2077102
E-18815
C. Walpole
01040131
AWS CWI
Field: Ii1I
Overcast _.'
COM2007-00828. ,
Performed re-inspection of the beam to em bed connection at second floor line 13/C previousiy noted on
FEI report E-18754 dated 01-16-08. Inspected panel chord splices along lines A and E, from 10 to 22.
Note: (2) panel chord connections at line 22/B have not been completed. Completed welds were checked
for size, iength, profile and location.
Shop: 0
Weather:
BP No.:
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, approved
change orders and applicable AWS D1.1 and D1.4 codes, except if noted above.
li;~
Dale A. Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e:mail)
kpff Consuiting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW:
This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertair.s to the specific
process .and/or material evaluated. As such, information contajn~d herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization.
750 NW Comeli 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 Cofporate Place, Suite ;2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~fEI
1Itl.'IINrt;"h\.'~~lIl1J~'_ Geotechnical & Construction Services
S;-s
Page 1 of 1
Report of Inspection Services
Welding/Hi~h-Stren~th Boltinq
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401 .
Project:
LCAFRC Complex
Phase II
3110 Pierce Park wilY
Springfield, Oregon.
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metal-Some Fabricaiion
Wildish Building Co.
Shop: Ii1I
Weather:
BP No.:
01-18-08
2077102
E-18777
R. Bowling
02120381
AWS CWI
Field: 0
Inside
COM2007'008~8::J
-.- "._~'-~-~
Performed visual inspection of stairs 50GA and 508A. Completed welds were checked for size, length,
profile and location.
Fabricator was asked to notify our office when additional services are needed.
I
To the best of our knowledge, the work checked is in conformance with shop drawings dated 01-07-08
and applicable AWS D1.1 code, except if noted above.
Reviewed By:
~L~
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 cHent to whom it is ~ddressed and pertains to the specific
process and/or material evaluated. As such, information contained he'rein~shall not,bereproduced in part or full and/or any part
thereof be'disclosed wi~hout FE! Testing & Inspection, Inc.'s,written authorization.
750 NW ComellAvenue. Corvallis, Oregon 97330, phone (541) 757.-4698 . fax (541) 757-2991
29540 B Airport Road. Eugene, Ore9on 97402 . phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844'. fax (541) 382-4846
'''''P;
I(.~'t ....t "',
~y ~~
II:" II ~I\ei;.h'", ~:.t IlfJi. h't.
CLIENT
:>s
Geotechnical & Construi::tion Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
TEST
DATE
I 12-28~07
1 01-18-08
,.1 01-18-08
1 Hold
AGE
(DAYS)
7
28
28
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9field, Oregon :: _
B,P. NO, ,-COM2007-00828 ..
CAST BY
12-21-07
4000 psi
4000 psi
40-1K
AEA
3 TICKET NO,
54'F YARDAGE
41' F WEATHER
Arms vault #13 walls and lid.
A. Fenstermacher II
SACKS
CEMENT
3089049
10.0 OF 46.0
Partly Cloudy
F rom third lift in walls.
AREA
(IN,')
12.50
12.56
12.56
COMPRESSIVE Ii
STRENGTH (PSI)
4540
5720
5710
WEIGHT
(LBS)
8.2
8.3
8.3
TOTAL
LOAD (LBS)
56700
71900
71700
H A _ Cone 8 - Cone/Split C - Cone Shear D Shear E - Columnar.
REMARKS:' Ian (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
/1. ;( Au. -------
Michael L. ~~yr-- '.' .
T ~chnical 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:jw
DATE
PROJECT NO.
REPORT NO.
01-18-08
2077102
5626
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
12-22-07
4" x 8"
Knife River
3/4"
5"
10:30 AM
ASTM C31
AVERAGE
STRENGTH
(PSI)
TIME OF TYPE OF"
TEST FRACTURE**
8:35 AM D I
9 :00 AM A .1
9:05 AM 1 C I
I 1
,II
'I
5715
This reportand/or enclosed test data is the confidential property of the ,client to who~ 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:iwritten authorization.
750 NW Camel 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
- . .
,"
D"
~Ftl
Page 1 of 1
'1~'ilflrt;'I/~'~UiIIJI_
Geotechnical & Construclion SeMces
Daily Field Report
Client: Mr. Jim Thomas Project: LCAFRC Complex Phase II Date: 01-16-08
Wildish Building Co. 3110'Pierce Parkway Project No.: 2077102
P.O. Box 7428 Springfield, Oregon Report No.: E-18746
Eugene, Oregon 97401 Inspector: A. Fenstermacher
10 No.: 5258882-49
ICC
Inspection of: 'Reinforcing Steel Weather: Partly Cloudy . Continuous Inspection: 0
Contractor: Wildish Building Co. BPNo.: @.b~~007:00828 Periodic Inspection: Ii1I
Performed preliminary inspection on the reinforcing steel for second fioor slab on deck
from lines 7 to 10, between A and E. ReinforCing steel was checked for grade, size,
laps, quantities, locations, ties, supports and clearance. Verified welded wire fabric.
Note: trim bars around openings are not yet in,place. Also, plans specify the use of a
1" isolation material along the gusset piates where the slabs pours against them. Tony
Dean (WBC) stated that clarification would be obtained regarding this material. A final
inspection will be performed prior to inspection.
To the best of our knowledge, the work in-progress was in accordance with ptans dated
06-28-07 and applicable workmanship provisions of .the I.B.C., except if noted above.
Reviewed By:
fJt,'1!.~
Michael L. Meyer
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Con suiting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
. .
. .
This report and/or enclosed test data is the confidential property of the client 10 whom:i! is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein. shall not b'e reproduced in part or full and/or any part .
thereof be disclosed without FEI Testing & Inspection, Inc.'s w:ritten authorization. .
750 NoN Correll Avenue' Cavaliis, Oregon 97330. phone (541) 75,-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, Ore90n 97701 . phone (541 )'382-4844 . fax (541) 382-4846
~fE'
"~'mlff;<IIm.'~UIIIJ~_
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
TEST AGE
DATE (DAYS)
.1 01-16-08 I 7
I 02-06-08 I 28 .
I 02-06-08 I 28
I Hold I
<;:r
Geotechnical & Ccnstruction Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway,;
~SP!ingfield, Oregon
B.P. NO. '-CClf,12007-00828
DATE
PROJECT NO.
REPORT NO.
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
"
1700 TIME
;r
37' F WEATHER Overcast SPECIMEN STORAGE
. Second level suspended slab from line A to E, between tines 4and 7.
CAST BY
S. Daughtry
o 1-09-08
4000 psi
4000 psi SACKS
2440NE7100 CEMENT
Hot Water, Air, WRDA 64
2 TICKET NO.
63'F YARDAGE
3092830
10.0 OF
Near lines 4.7C.5.
r
AREA
(IN.')
12.56
WEIGHT
(LBS\
8.3
COMPRESSIVE
STRENGTH (PSII
4590
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
1:30 PM
TOTAL
LOAD (LBS)
57700
.. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
;J1.'i,~
Michael L. ~eye{l .
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:jw
01-16-08
2077102
5646
01-10-08
4" x 8"
Knife River
314"
5.2%
4"
7:55 AM
ASTM C31
TYPE OF
FRACTURE**
D
"
This report and/or enclosed test data is the confidential property of the client to whom' it is addressed and pertains 10 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 & In$P7~tio~, lnc.'s ~T"itten authorization.
700 NW CanelI Avenue 'CorvaJfis, Oregon 97330' phooe (541) 757-4698, fax (541) 757-2991
29540 BAirport Road . Eugene, Oregon 97402. pilooe(541) 684-3849' fax (541)1384-3851
63050 Corporate Place, Suite 2 . Berd, Oregon 97701 . phone (541 ),,382-4844 . fax (541) 382-4846
I,
~I
.~
~......~
~"r!:~
55.
Page 1 of 1
::Report of Inspection Services
Weldin~/Hi~h-Streri~th Boltinq
~ - - - .
11~'llIlltI;.I~.'ialllfh!1ill! Geotechnical & Construction Services
Client: Mr Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene,. Oregon 97401
Project:
Date:
Project No.:
Report No.:
Inspector:
10 No.:
LCAFRC Complex:
Phase II
3110 Pierce Parkway
. Springfield, Oregon
. Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metal-Some Fabrication
Wildish Building Co.
Shop: Ii1I
Weather:
BPNo.:
01-15-08
2077102
E-18729
R. Bowling
02120381
AWS CWI
Field: 0
Inside
COM2007-0Q~28
;
iI
Performed continuous visual inspection of complete penetration groove weids. At HSS members 506A as
shown and 506A opposite hand with three splices each member. Inspected fit-up and monitored amps,
. volts and travel speed by (2) certified welders using E71T-1 F.CAW. process. All six splices are
completed and ultrasonic testing for finai jnspecti~n will be reported under separate cover.
Fabricator 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 01-07-08
and applicable AWS D1.1 code, except if noted above.
Reviewed By: .
~ 1/tJA-
Dale A. 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 andlor 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 an,d/cr 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 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
~"'pp~
'7ftl
II:" I h\ltf;"I/~,~~q 11111'1111.
Geotechnical & Construction Services
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield,. Oregon
BP# COM2007-00828
,
Date:
Project No.:
Rpt. No.:
Technician:
10#:
Shop Ii1I
Weld ID:
Joint 10:.
Contractor: . Wildish 'Building Co.
Fabricator or Erector: Metal-Some Fabrication
Location
0-
.
'"
.
~
o
"
.
..
.
,.
Decibels
. 0 . 0
o.
C, 0_ 0 ~B 0>
0 ;;:; <II ',~ g! .E
<< . > , 0 "
, o . '. . o .
. . 'O...J ,'Qj...J ELL '"
0 0 .. ",' ~"
, . ,I
~ ~
.. E'
0 ~ 1 1
" e . , b , d
>- ~ ~
I I I 1
1700 I A 11 &21 I 34dbl
1700 I A 11 & 2 1~4db I
1700 I A 11& 2 .1 34dbl
I I 1 I I'
17001 A 11 & 21 1 34db
1700 A 11 & 21 1 34db I
1700 A 11 &21 h4dbl
0-
.
'"
.
~
o
"
!!!
."
~
S06A Stair Stringers
I Splice #1
1 Splice #2
I Splice #3
I S06A Opposite Hand Stair Stringers
I Splice #1
Splice #2
x
x
x
, X
x
Splice #3
I Calibration Blocks: IIW, DSC
ICOd~Criteria: AWSD1.1-Q6.
x
"
Frequency: 2.25 mhz.
Equipment N~.: Panametr,ics 48
Remarks:
Reviewed By:
JI if!!
Structural Steel Supervisor ." '.
c: Barrantine Bates Lee - (e-rri'ail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW:jw ,
>J
Page 1 of 1
Report of
. Ultrasonic Examination
01-15-08
2077102
E-18730
R. Bowling
A.S.N.T. Level II
Field 0
Com plete Penetration
HSS to HSS
Discontinuity
.
0
0 ~
.
"
<5 E
0
~ .~ " .
~ 0
c. ., 0 o..~
0 0>'
. o 0 . ,
~ <<'" ow
Distance
From X I FromY I
I
I
I
I
I
I
1
1
I
I
1
I
I
I
I Cou.plet: Ultragel'l!
I .'Gain dB a-b~=d
This report and/or enclosed test data is the'confidential property of the client to wholll 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.Testin9 &'Inspection, Inc.'s\~ritten authorization,
7W NW Com~IAvenue' Corvallis, Oregon 97330, phone (541)7!W-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 j 3824846
{~ftl
1I~'II~(rt;thl.'~~'l{Ill'IIll1!l
CLIENT
$"5
C7.;..~lf!
Geotechnical 8. Construction Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
01-1'6-08
2077183
5648
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
01-16-08
02-06-08
02-06-08
Hold
AGE
(DAYS)
7
28
28
LCAFRC Complex Rh. II
BLM/FS Warehouse,
3110 Pierce Parkway
Springfield, Oregon
Pending
DATE
PROJECT NO.
REPORT NO.
B.P. NO.
01-09-08 CAST BY S. Daughtry
3000 psi
4000 psi SACKS
2440NE7100 CEMENT
Hot Water,WRDA 64, Air.
1 TICKET NO. 3092856
610 F YARDAGE 10.0 OF
440 F WEATHER Overcast
Spread footing at lines C2, C3, C4, C5 and C6.
18.0
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
At line C2.
AREA
(IN.')
12.56
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
1:20 PM
WEIGHT
(LBS)
8.2
TOTAL
, LOAD (LBS)
64200
COM PRESSIVE
STRENGTH (PSI) ::
5110
H A COrle B - Cone/Split C _ Cone Shear 0 _ Shear E Columnar
:1,
REMARKS: Tony Dean (Wildish Building Co.) was advised of on,site test results.
I
Reviewed By:
fJ7, ';t. fAt-
Michael L. Meyer
.T echnical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
MLM:jw
01-10-08
4" x 8"
Knife River
3/4"
51/4"
1:50 PM
ASTM C31
TYPE OF
FRACTURE"'''''
D I
I
I
I
. 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.'swritten authorization,
750 NW Cornell 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) 3824846
55
~",p ,
~~rt ~
11:"'"N~;41lll~,~;ellm_ Cc.v~~'1l1jcal & Construction Services
Page 1 of 1
Report of Inspection Services
Weldin~/Hi~h-Stren~th Boltin~ .
Client: Mr. Jim Thomas
WildishBuilding 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.:
01-16-08
2077102
E-18754
C. Walpole
01040131
AWS CWI
Field; Ii1I
OvercasL .
[f:QM200M0821?
Inspection of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wildish Building Co.
Shop: 0
Weather:
BP No.:
,
Performed visual inspection of beam to beam, beam to column and .beam to panel and column to panel
connections at the second floor level between grid lines A and E, from 10 to 22. Also, inspected joist to
panel connections at the roof level along line E, from 1 to 7. Note: a shear clip at the beam to panel
connecti'ons on line 13.3/C has not been welded. Also, the bolted connections at grid lines 11/B.6
and 12/B.3 could not be accessed to 'twist-off.' Contractor was notified the bolts would need to be
brought into tension using the turn-of-the-nut method.
Checked shear studs, Hilti pins and button punch at second floor sheet metal 'decking between grid lines
A and E, from 7 to 16. Completed welds were checked for size, length, profile and location. Shear studs
were checked for 3600 flash and by ring/bend test. Verified high strength TCB boits were brought into
tension where applicable.'
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, approved
change orders, A.I.S.C. manual and applicable AWS D1.1 code, except as noted above.
. . I
Reviewed By:
N/fP
. Dale A. 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 andlor 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 FEI Testing & Inspection, Inc. 's written authorization.
750 NW Comell Avenue' Corvallis, Oregon 97330. phone (541)757-4698 . fax (541) 757-2991
29540B 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
5S,
A"~rP!: ~
~Y ~l
Geotechnicai & Construction Servi=
Compressive Strength of Concrete
(ASTM C 39)
IJ:11W.rt:"h\~'\~:.IIIJmwg
CLIENT
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfieid, Or!'90n
----~~._-.--....,...,
B.P. NO. '. y()}02007-,00828
DATE
PROJECT NO.
REPORT NO:
01-16-08
2077102
5647
DATE' CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
01-09-08
4000 psi
4000 psi SACKS
. 2440NE7100 CEMENT
Hot Water, Air, WRDA 64
11 TICKET NO. 3092842
62'F YARDAGE 10.0 OF 170.0
41' F WEATHER Overcast ,
"
Second level suspended slab from line A to E, between lines 4 and 7.
CAST BY
S. Dau9htry
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
01-10-08
4" x 8"
Knife River
3/4"
.5.9%
53/4"
10::,!OAM
ASTM C31
LOAD 11 SAMPLED
Line B.2 at 5.5.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYP E OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) r (PSI) TEST FRACTURE"
01-16-08 . 7 12.56 8.2 52200 4160 I 1:35 PM D
02-06-08 28 l
02-06-08 28 :'[
Hold
.. A-Cone B-ConefSplit C'-Cone Shear D-Shear E-Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results:'
Reviewed By:
/h.'i.IJuu~
Michael L. M;y~rr .
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:jw
This report andlor enclosed test data is the confjdentlal property of the client to whom it is addressed and pertains to the specific
process andlor material evaluated. As such, information co-ntained herein shall no~'be reproduced in part or fLill andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s.written authorization.
. ,
750 NW Cornell 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
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
A~"'''~
~9rtl
11.'llml;4I h\~'~~(IlIJIIJJWI
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 11 SAMPLED
ss
Geotechnical & Construction Servires
Compressive Strength of Concrete
I . . (ASTM C 39)
PROJECT
B.P.NO.
LCAFRC Complex
Phase II
3110 Pierce Parkway"
Spr~g!!.eld,_Oregon .
'-COM2007-00828 /
I.. _'---.-
DATE'
PROJECT NO.
REPORT NO.
01-14-08
2077102
5643
01-07-08
4000 psi
4000 psi
40-1K
CAST BY
DATE RECEIVED 01-08-08
SPECIMEN SIZE 4" xB"
SUPPLIER Knife River
MAX SIZE AGG. 3/4"
AIR CONTENT 4.6%
SLUMP' 51/4"
170.0 TIME 11:10AM
SPECIMEN STORAGE ASTM C31
J. Keller
SACKS
. CEMENT
Hot Water
11 TICKET NO. 3089205
62' F YARDAGE 10.0 OF
41' F WEATHER Overcast
Second floor slab lin'e 1 to 4, from A to E.
Near lines 2.8C.6.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE' STRENGTH TIME OF TYPE OF
DATE IDAYS) _(IN.') (lBS) lOAD (lBS) STRENGTH (PSI) (PSI) TEST FRACTURE-
01-14-08 7 12.56 8.4 62500 1 4980. I" .1 8:15 AM D
02-04-08 28 1 1
02-04-08 28 I, I
Hold,
.. A-Cone B-Cone/Splil C - Cone Shear .D. Shear E,-Columnar
REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
(JJ .'J/,~ -
Michael L. ~e~eU-
Technical Manager .
. ~:
.'1
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon MiiitaryDept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
. .
. 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 b'e reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc's written authorization. .
700 t-NV CamelI Avenue' Corvallis, Oregon 97330. phone (541) 7574698 . fax (s41) 757-2991
29540 SAirport Road. Eugene, Oregon 97402, phone (541) 684-3849 . fax (541) 1384;J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ):3824844 . fax (541) 382-4846
Sft~
.1:"lt~lrt;.11t.':J~tllll~1JW!
CLIENT
55
Geotechnical & Cons1ruction Servioos
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
31'10 Pierce Parkway
~pringfi"ld,_Oregon
B.P. NO.' COM2007-00828
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 4 SAMPLED
TEST
DATE
01-14-08
02-04-08
02-04-08
Hold
AGE
(DAYS)
7
28
28
CAST BY
J. Keller
01-07-08
4000,psi
4000 psi
40-1K
Hot Water
4 TICKET NO. 30891 91
60" F YARDAGE 10.0 OF 170'0
36" F WEATHER Light snow showersl'
Second floor slab line 1 to 4, from A to E.
SACKS
CEMENT
Near lines 1.5D.
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.3
COMPRESSIVE
STRENGTH (PSI)
4740 .1:,
I"
TOTAL
LOAD (LBSl
59500 I
I
I
,
;. A - Cone' B - COM/Splil C - Cone Shear D - Shear E ~- Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
A.~Au. --
Michael L. ~Meyc;J;. .
Technical.Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers ~ (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfr.eld
MLM:jw
DATE
PROJECT NO.
REPORT NO. .
01-14-08
2077102
5642
01-08-08
4" x 8"
Knife River
3/4"
5.7%
6"
9,00 AM
ASTM C31
TYPE OF
FRACTURE-
D
This report and/or enclosed test data is the confidential property of the c1ient,to whom.it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not he reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection" Inc.'s Written authorization.
. DATE RECEIVED
SPECIMEN SIZE
.SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP.
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:10AM
7fIJ N0J ComeIIAvenue' CorvaJr" Oregon 97330, phone (541) 757-4698:fax (541) 757-2991
29540 B Airp<xl Road . Eugene, Oregon 97402, phone (541)Wh3849' fax(541) 684-3851
630fIJ Corporate Place,Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846
RECEIVED
JAN 2 2 Z008
Jr'4J pop. c
~yrt ~
W:'""":4""'''lWlIlll!! Geotechnical & Construction Services
c;s
Page 1 of 1
,
irReport of Inspection Services
Welding/Hi~h-Stren~th Boltinq .
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
,
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Project:
Inspection of:
Fabricator or Erector:
Contractor:
Shop: Ii1I
Weather:
BPNo.:
Welding
Metal-Some Fabrication
Wildish Building Co.
01-14-08
2077102
E-18704
R..Bowling
02120381
AWS CWI
Field: 0
Inside
......,.-r.._._ r
~oMio_o.? :OO~;;?
Performed continuous. visual inspection of complete penetratio~ groove welds on stair stringer 506A.
Inspected fit-up and monitored amps, volts and travel speed by C1) certified welder using E71T F.CAW.
process. Three of the six splices are completed and pending ultrasonic testing for final inspection.
. ' . !
To the best of our knowiedge, the work checked and in-progress is in conformance with shop drawings
dated 01-07-08 and applicable AWS D1.1 code, except if noted above. .
Reviewed By:
~ /iIA
Dale A. Webber
~tructural Steel Supervisor
c: Barrantine Bates Lee-'(e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW:jw
This rep~:lIt and/or enclosed test data is the confidential property of the client to whC?m 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 FE! Testing & Inspection, Inc,'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
.'.
4\.~"p ,
~7tt~
->5,
Page 1 of 1
Geotechnical & Construction Services
Daily Field Report
11~'IIi'lrt:.I~"'~=lll!illlllL!l
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
LCAFRC Compiex Phase II
3110 Pierce Parkway
Springfield, Oregon
"
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Project:
01-09-08
2077102
E-18669
S. Daughtry
5120223-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Overcast
BP No.: CCOjiX20PZ:008~8
Continuous Inspection: 0
Periodic Inspection: Ii1I
Observed the placement of 170.0 cu./yds. of Knife River 4000 psi concrete (Mix
2440NE7100) in the second floor ievel suspended slab from line A to E, between 4 and
7. Concrete was placed by pump and was mechanically consolidated. Cast two (2)
sets of four (4) 4" x 8" concrete test cylinders. Reinforcing steel was previously
inspected by our representative on 01-08-08 (ref.: FEI report no. E-18658). Tony Dean
(WBC) was notified of on"site test results.
Set 1 - Load 2
Slump - 4"
Concrete Temperature - 63F
Air Temperature - 37F
Air Entrainment - 5.2%
Set 2 - Load 11
'Slump - 5 3/4"
Concrete Temperature - 62F
Air Temperature - 41 F
Air Entrainment - 5.9%
,I
Mr. Dean was asked to notify our office when additional s~rvices are needed.
To the best of our knowledge, the work inspected was in" accordance with plans dated
06-28-07, em ail from KPFF dated 12-12-07 and applicable workmanship provisions of
the I.B.C., except if noted above.
Reviewed By:
!h.<(~
Michaei L. Meyer
Technical Manager
Barrantine Bates Lee - (e_mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
c:
MLM.:jw
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 n,9t be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization,
,
7fIJ NW Camell Averue. Corvallis, Oregon 97330 . phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad' 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
RECEIVED
JAN 1 4.1008
\~
$5
(~ft
Page 1 of 1
11~'"mi:"IIi.' ~:'.llIh'llU!I
Geotechnical & Construction ServiCES
Daily Field Report
<:;/ient:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Phase II
3110 Pierce Park"Yay
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
01-08"08
2077102
E-18658
R. Marjama
5235029-49
ICC
Inspection of: Reinforcing Steel
Contractor: Wild ish Building Co.
Weather: OvercasUShowers-
BP No.: (C0M2007-00828,r
Continuous Inspection: 0
Periodic Inspection: Ii1I
Performed inspection on the reinforcing steel for second floor slab within lines 4 to 7
and Ate E. Reinforcing steel was checked for graqe, size, lap, placement and
clearance. Reinforcing steel was secured with tie-wire. A final inspection will be
performed prior to concrete placement currently scheduled for ,01-09-08 AM, per Tony
Dean (WBC). . "
To.the best of our knowledge, the work inspected was in' accordance with plans dated
06-28-07, RFI dated 12-12-07 and applicable:workmanship provisions of the I.B.C.,
except if noted above.
Reviewed By:
;1J. 't IJuv. -
Michael :. Me~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-maii)
Oregon Military Dept - (e-mail)
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential property oflhe client towhom it is addressed andpertains 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.'~ written authorizatio!1.
750 NW Camell Avenue' CorvaIis, Oregon 97330. phcne(541) 757-4698, fax (541) 757-2991
29540 B Airport Road. Eugene: Oregon 97402 . phone (541) 584-3849 fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541)382-4846
I;'
(~fE)
$5'
Page 1 of 1
c&'-:c"'; ,nical & O:Jnslruclion Services
Daily Field Report
11:"'llllti;'I~."I~Ullfh'lIill!I
Client:
Mr. Jim Thomas
Wildish \?uilding 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: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: OvercasUSnow,
BP No.: ['COM2007-00828 -,
. - - ~"","-....'-' ~! . .
Continuous Inspection: 0
Periodic Inspection: Ii1I
Performed final inspection on the reinforcing steel for second ftoor slab within lines 1 to
4 and A to E. .Reinforcing steel was checked for grade, size, lap, placement and
clearance. Reinforcing steel was secured with tie-wire. 'Note: trim bars noted on FEI
report no. E-18637, dated 01-04-08 are in place. Also, superintendent elected to have
two missing edge dowels on line E drilled and epoxied into place. #4 x 36" dowels were
secured with Hiiti Hy 150 epoxy (ICBO #5193, expiration date 05-08). Verified
embedment depth of 4". Holes were cleaned with compressed air and brush.
Observed the placement of 170.0 cu.lyds. of Knife River 4000 psi concrete (Mix 40-1K)
in areas listed above. Concrete was placed by pump and was mechanically
consolidated. Cast two (2) sets of four (4) 4" x 8" concrete test cylinders. Tony Dean
(WBCj' was advised of on-siie test results.
Set 1
Slump - 6"
Concrete Temperature - 60F
Air Temperature- 36F
Air Entrainment - .5.7%
Set 2
"Slump - 51/4"
, Concr~le T em perature ~ 62F
Air Temperature - 41F
Air Entrainment - 4.6%
Mr. Dean was asked to notify our office when additional services are needed.
To the best of our knowledge. the work inspected was in' accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
.,
Reviewed By:
/JJ.'t,
Michael L eyer
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. -(e-maii)
City of Springfield
MLM:jw
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.'~ written authorization.
750 rwv ComEJIAvenue' Corvallis, Oegon 97330, phone(541)757-4698 . fax (541) 757-2991
29540 B Airport Road' Eugene, Oegon 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
01-07-08
2077102
E-18638
R. Marjama
5235029-49
ICC
$S
~pp~
~"..rtl
Page 1 of 1
1I),,"11111't;"m,'~~t1IIJ~.h'l. Gvu~~ II l;cal & Construction ServiCBS
'. Report of Inspection Services
Welding/High-Strength Boltin~
Client: Mr. Jim Thomas
WildishBuilding Co.
PO. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
01-07-08
2077102
E-18652
C. Walpole
01040131
AWS CWI
. Field: Ii1I
Overcast
,-COM2007-00828
'--....,. ---'.--.... '-
Inspection of:
Fabricator or Erector:
Contractor:'
Welding
REFA
Wild ish Building Co.
Shop: 0
Weather:
BP No.:
Performed continuous visual inspection during in.progress welding of multipass filletwelds on brace frame
connections. inspected fit-up and monitored amps, volts and travel speed by (3) certified welders using
E71T.8 F.C.AW: process. Welding was completed on line 18 between Band B:6, from the first floor to
roof level, on line 22, between Band C, from the second floor to' roof and on line A, between 19 and 20,
from the second floor to roof level. Completed welds were checked for size, length, profile and I.ocation.
Also inspected shear studs. and Hilti pins in sheet metal decking at the second floor from line 1 to 7,
between A and E. Nelson studs were checked for location and b'y ring/bend test. Hilti pins were checked
pet manufacturer's suggested installation instructions.
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 structurai drawings, change
orders,and applicable AWS D1.1 code, except if noted above.
Reviewed By:
Jlvt~
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 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 futl and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
. ~
750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 7574898, 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
'))
1~~rP..p-,
..:<llF '
W J
...... J
1a1l1U!1:4htl,':':lll!IDJ1\1!i
Page 1 of 1
Geotechnical & Construction Services
Daily Field Report
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.:
01-04-08
2077102
E-18637
R. Maqama
5235029-49
ICC
Inspection of: Reinforcing Steel
Contractor: . Wildish Building Co.
Weather: Overcast
BP No.: c..~?M26().7-?'o~-28
Continuous Inspection: 0
Periodic Inspection: Ii1I
Performed inspection on the reinforcing steel for second floor slab within lines 1 to 4
and A to E. Reinforcing steel was checked for grade, size, lap, placement and
clearance. Reinforcing steel was secured with tie-wire. .At the time of inspection, trim
bars around slab openings near lines 4B still needed to)'be installed Also, two edge
dowels along line E at a'pproxlmately lines 1.8 and 2.9 could not be installed due to mis-
located or missing dowel coupler. Ian (WBC) will contact engineer for instructions on
retrofit or deletion of dowels. A final inspection wili be; performed prior to' concrete.
placement, currently scheduled for 01-07-08 perJony DeEm (WBC).
To the best of our knowledge, the work inspected was inlaccordance with plans dated
06-28-07, RFi #158 dated 11-30-07 and applicable workmanship provisions of the
LB.C., except if ~oted above.
Reviewed By:
1J; .--;:, /Au1~m
Michael L. ~eyi1
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-maii)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
This report and/orenclosed test data is'the confidential property of the client to wh'om it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained hereiri sh.all not be reproduced in part or full and/or any part
. thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization: .
750 NW CorrlellAvenue' Corvallis, Clregm 97330, phone (541) 757-4698 . fax (541)757-2991
29540 BAirportRoad' Eugene, Clregm 97402 phone (541) 1384-3849 . fax(541) 684-3851
63050 Corporate Place, Suite 2 . Bend,Oregon97701 . phone (511) 3824844 . fax (541) 3824846
~Ftl
55
Page 1 of 1
,Report of Inspection Services
Weldin~/High-Strength Boltin~
1I~'llm';"I/.'~~"\'Ji'.IIl" Geotechnical & Cons1ruction Services
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:
Shop: 0
Weather:
BP No.:
Welding
REFA
Wildish Building Co.
01-03-08
2077102
E-18582
C. Walpole
01040131
AWS CWI
Field: Ii1I
Overcast
(coMtQOF60828 '" 'j
~ -,,---,,_._.~ ~.' ..<-
, . I
Performed continuous visual inspection during in-progress welding. of multipass fillet welds larger than
5/16" on brace frame connections. Inspected fit-up and monito'red amps, volts and travel speed by (3)
certified welders using E71T-8 F.C.AW. process. Welding is in-progress at brace frames between Band
B.G on line 18, between Band C on line 22 and between 19 and 20 on line A. . . .
To the best of our knowledge, the work checked is in conformance with structural drawings and applicable
,AWS D1.1 code..except if noted above.
Reviewed By:
J{{i!It
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 client to whom it is addressed and pertains to the specific
process and/or materia! evaluated. As such, information contained herein sh.all not be reproduced in part or full and/or any part
thereof be disclosed withqu.t FEI Testing & Inspection, lnc.'s written authorization.
. I
. . , .
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 (~1) 382-4844 . fax (541) 382-4846
ss
~fEI
1I:tl'IlIIc:t;"j~"'i/;'IlII\_ Geotechnical & Construction Services
Page 1 of 1
!,Report of Inspection Services
Welding/High-Strength Boltin~
Client: Mr. Jim Thomas
Wild ish Buiiding 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.:
01-02-08
2077102 ,.
Ec 18570
C. Walpole
01040131
AWS CWI
Field: Ii1I
Rain
'-'CQM2007:,OQ828 .
~,...._......-".,. "_"r.~,,~. '~..';-__
I,,!spection of:
Fabricator or Erector:'
Contracto,:
Welding
REFA'
Wildish Building Co.
Shop: 0
. Weather:
BPNo,:
Performed continuous'visual inspection during in-progress welding of multipass fillet welds larger than
5/16' at brace frame connections between grid lines Band B6at'grid lines 10 and 18 and between Band
C, on ,line 22. 'Inspected fit-up and monitored amps, volts and travei speed by (2) certified welders using
E71T-8 F.C.AW. process. Welding was completed on grid line JO. Completed welds were checked for
.' size, length, profile and location.
To the best of our knowledge, the work checked and incprog'ress is in conformance with structural
drawings and applicable AWS D1.1 code, except if noted above.
Reviewed By:
R/ ItUt
Dale A. Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield v
DAW:jw
e,
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 & lnspeclion, Inc.'swriUen authorization.
.750 NW Comell.o.venue' Corvallis, Oregon 97330. phone (541)757-4698' fax (541) 757-2991
29540 BAirportRoad' 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
>$
{~ftl
Geotechnical & Construction Services
Compressive Strength of Concrete.
(ASTM C 39)
,~ .
II~lIIHrt;"h\~'~:'I\IJt_
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Ore90n 97401
PROJECT LCAFRC Complex
Phase II
311 0 Pierce Parkway
Springfield, Oregon
_.-.-._~.-----
B.P. NO. I COM2007-00828
'":-.'___"1_
DATE
PROJECT NO.
REPORT NO.
12-26-07
2077102
-5588
DATE CAST 11-28-07 CAST BY R. Marjama DATE RECEIVED 11-29-07
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 2440NE7100 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Hot Water AIR CONTENT
LOAD NO. 2 TICKET NO. 2989876 . SLUMP 5 1/2"
"
CONCRETE TEMP 610 F YARDAGE 10.0, OF 40.75 TIME 7:50 AM
AIR TEMP 330 F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C31
POUR LOCATION Slab on grade within lines E to F and 10:5 to 12.5.
LOAD 2 SAMPLED Approximately lines 11 E.5.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) {IN:'} (LBS) LOAD (LBS) STRENGTH (PSI)
12-05-07 7 12.56 8.3 54600 I .4350
12-26-07 28 12.56 8.2 72800 I 5800
12-26-07 28 12.56 8.3 74900 I 5960
Hold I
AVERAGE
STRENGTH
. (PSI)
5880
TIME OF
TEST
8:30 AM
9:55 AM
10:00 AM
TYPE OF
FRACTURE~
D
D
D
.. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: . Tony Dean (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
MI!i~el~~~
T echnica! Manager
'?
c: Barrantine Bates Lee..,... (e~mail)
. kpffConsulting Engineers - (e-mail)
Oregon Military Dept. - (e~mail)
Knife River - (e.mail)
City of Springfield
RECEIVED
JAN 02 Z008
MLM:jw
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains tothespecific
process:and/or material evaluated: As such, information contained herein shC!1I not be reproduced in part orJull and/or any part
thereof be disclosed without FEI Testing & Inspection, lnc.'~ written authorization.
. 750 rwv ComellAvenue' Corvallis, 0regJn 97330, phone (541) '(57-4698' fax (541)757-2991
29540 B Airport Road . Eugene, 0regJn 97402. phone (541)684-3849 'fax(541)684-3851
63050 Corporate PlaCe, Suite 2. Bend, Oregon 97701 . phone (5<1,1) 382-4844. fax (541) 3824846
)5.
~.... .
~"ttl
1lWl!I;jI""'''''''''Illl!l Geotechnical & Construction Services
Page 1 of 1
" Report of Inspection Services
Weldi ng/Hi~h-Stren~thBolti n~
Client: Mr. Jim Thomas
Wildish Building Co.
PO. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex
i:
Phase II
3110 Pierce Park,,:,ay
Springfield, Oregor
Date:
Project No.:
Report No.:
Inspector:
10 No.:
12-26-07
207710:2
E-18529
C. Walpole
01040131
AWS CWI
Field: Ii1I
l3aln~~ . .
Cci9f.i2007.~oci828
Inspection of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed continuous visual inspection of complete penetration groove weids at second floor moment
connections at grid line B.6/10. .Inspected fit-up and monitored. amps, volts and travel speed by (1)
certified welder using E71T-8 F.C.AW. process. Connections were completed during time of inspection
and are pending ultrasonic testing for final acceptance. . '. .
To the best of our knowledge, the work checked is in conformance with structural drawings and applicable
AWS D1.1 code, except if noted above. '
Reviewed By:
~'fff
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/orenclosed lest data is the confidential property of the c1ient'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) 3824844 . fax (541) 382-4846
~",p -,
~?tt~
Sf
Page 1 of 1
,"
ii Report of Inspection Services
Weldin~/Hi~h-Stren~th Boltinq
'1~'IlIICl:.I~'.':I~'llIh'ill/l. Geotechnical & Construction Services
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
LCAFRC Complex,
Phase II
3110 Pierce Parkway
Springfield, Oregon
Project:
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metai"Some Fabrication
Wildish Building Co.
Shop: Ii1I
Weather:
BPNo.:
12-21-07
2077102
E-18515
C. Walpole
01040131
AWS CWI
Field: 0
Inside
C~OM2~0~'~0828_
Performed visual inspection on fabricated structural steel beams 505B and (2) 505C and columns 505DR,
505DL, (2) 505F and'(2) 505G. Completed weids were checked for size, length, profile and location.
~l
Fabricator was asked to notify our office when additional services 'are needed.
. . ,
To'the best of our knowiedge, the work checked is in conforma[1ce with shop drawings dated 12-18-07
and applicable AWS D1.1 code, except if noted above. '
Reviewed By:
11!~~
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 andlor enclosed test.data is the confidential property of the client /0 whom il 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 FEI Testing & Inspection, Inc.'s written authorization.
,
. 750NW 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 (54,1) 3824844 . fax (541) 3824846
S'S-
.... r... ;,
./5;",\ ~t'" ij
b..~. .-~
... .... ;j
Page 1 of 1
11:"'llml:411'1o~~;lIIII~_
Geotechnical & Consbuction Services
Daily Field Report
Client: Mr. Jim Thomas Project: LCAFRC Complex ~hase II Date: 12-21-07
Wildish Building Co. 3110 Pierce Parkway Project No.: 2077102
P.O. Box 7428 Springfield, Oregon I Report No.: E-18507
Eugene, Oregon 97401 Inspector: A. Fensterm acher
10 No.: 5258882-49
ICC
Inspection of: Reinforced Concrete Weather: Partly Cioudy. Continuous Inspection: 0
,~-<".>
Contractor: Wildish Building Co. BP No.: COM2007 -00828 Periodic Inspection: Ii1I
l______
Performed inspection on the reinforcing steel for arrl!s vault #13 walls and lid.
Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, supports
and clearance.
Observed the placement of 46.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1K)
in areas listed above. Concrete was placed by pump and was mechanically.
consolidated. Cast one (1) set offour (4) 4"x 8".conwlte test cylinders. Ian (WBC)
was notified of on-site test results: slump 5"; concrete temperature 54F; air temperature
41F.
Ian was asked to notify our office when additional services,are needed.
To the best of our knowledge, the work inspected was in;accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
il~~' (!:r-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e~mail)
Oregon Military Dept. ~.(e-mail)
City of Springfield V
MLM:jw
This report and/or enclosed test data Is the confidential property of the client to who.m it is addressed and pertains to the specific
process and/or material evaluated. As such. informatio.n contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorizatiqn.
750 NW ComEJI Avenue' Corvallis, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad' Eugene, 0reg0n97402' phone (541)684-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54:1) 382-4844. fax (541) 382-4846
S"T
~fEl
Page 1 of 1
f1~'IlNrt;"I~~':J;"ltlh\al~ICl ~u~~v: 1I1ical & Construction Services
~
;: Report of Inspection Services
Weldin~/Hi~h-Stren~th Boltinq .
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Comple~
Phase II ,i
3110 Pierce Parkway
Springfield.. Orego~
,
Date:
Project No.:
Report No.:
Inspector:
10 No.:
12-21-07
2077102
E-18508
R. Bowling
02120381
AWS CWI
Field: Ii1I
CI~y,_...".. <.
r-COM2007c00828
''- -'-----. .-...- - .
Inspection of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wildish Building Co.
Shop:. 0
Weather:
BPNo.:
Performed continuous visual inspection of complete penetration', of beam to column connections at grid
line 10/B.6 on second floor level. Inspected fit-up and monitored amps, volts and travel speed during in-
progress welding by.(1) certified welder using E71T-8 F.C.AW. process. Completed welds were checked
for size, length, profile and location. Pending ultrasonic testing .for final acceptance.
To the best of our knowledge, the work checked and in-progress is in conformance with structural
drawings dated 06-28-07 and applicable AWS 01.1 code, exceptif noted above.
Reviewed. By:
~f~
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff 80nsulting Engineers - (e-mail)
Oregon Miiitary Dept. - (e-mail)
City of Springfield
DAW:jw
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 coritained herein shall not be reproduced in part or full and/or. any part
thereof be disclosed without FEI Testing & Inspection, Inc.'~ written authorization.
750 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541 j'757-4698' fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402. phone (541) q84-3849' fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
, .
5S.
~fEl
Page 1 of 1
m,'mll't:.II'..'~:'IlIl\'lIm. Geotechnical & COns1ruction Servioos
: Report of Inspection Services
Weldin~/Hi~h-Stren~th Boltinq
Client: Mr. Jim Thomas
Wildish B'uilding 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.:
12-20-07
2077102
E-18521
R. Bowling
02120381
AWS CWI
Field: Ii1I
Partiy Cloudy
CS6M?09?:098~8
Inspectio~ of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wildish Building Co.
Shop: 0
Weather:
BP No.:
Performed continuous visual inspection of multipass fillet welds larger than 5/16" of brace frame on grid
line 13, between Band B.6, from the second floor to roof. Inspected fit-up and monitored amps, volts and'
travel speed during in-progress welding by (2) certified welders using E71T-8 'F.CAW. process.
Completed welds were checked for size, length, profile and locati~n.
II
"
Welding is in-progress on the second floor beam to column connections at grid line 10/B.6.
To the best of our knowledge, the work checked and in-progress is in conformance with structural
drawings dated 06-28-07 and applicable AWS D1.1 code, except if noted above.
. "
Reviewed By:
NLf#
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Depl. - (e-mail)
City of Springfield
DAW:jw
This report andlor enclosed test data is the confidential property of the client to whgm it is addressed and pertains to the specific
process andlormaterial evaluated. As such, information contained herein shall not be reproduced in part or full and/or.any part
thereof be disclosed without FEl 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
55.
~FEl
Page 1 of 1
m.'II~lfl;.l\\~'~~lIl11'll.m. Geotechnical & Constn..JCtion Services
. ~eport of Inspection Services
Weldin~/Hi~h-Stren~th 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:
IDNo.:
12-19-07
2077102
E-18496
C. Walpole
'01040131
AWS CWI
Field: Ii1I
,9.vercastJRa'I' '.
COM2007 -00828
~.,_._. . '--- .-
Inspection of:
Fabricator or Erector:
Contractor:
Welding
REFA
Wildish Building Co.
Shop: . 0
Weather:
BPNo.:
Performed continuous visual inspection during in-progress welding of fillet welds larger than 5/16" on
second floor and penthouse level brace.frame connections on grid line 13 between Band B.6. Inspected
fit-up and monitored amps, volts and travel speed by (1) certified welder using E71T-1 F.C.AW. process.
Weiding was not completed at the location noted above. .
To the best of our knowledge, the work in-progress is in conformance with shop drawings and applicable
AWS D1.1 code, except if noted above.
Reviewed By:
~/~
Dale A. Webber
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military DeRt. - (e-mail)
City of Springfield
DAW:jw
This report and/or enclosed test data is the confidential propelty 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 pa_rt
thereof be disclosed without FEI Testing & Inspection, lnc.'s Written authorization.
750 NW Co~ell Avenue. Corvallis, Oregon.97330' phone (541) ~57-4698' fax (541) 757-2991
29540 B Airport Road, EUgene, Oregon 97402' phone (541) 68~,3849' fax (541) 684-3851
63050 Corporate Place, ::;uite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4646
..1,
SfEl
,
,
Sf.
Page 1 of 1
. Report of Inspection Services
Welding/High-Strength Boltin9-
,"';'l'II/":~JIIl':t:'IlJ'r.h'I" ~c.....; u ,m! & Consbuc:l:ia1 Services
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97~01
Project:
LCAF,RC Complex,
Phase II
'3110 Pierce Parkway
Springfield, Oregon'.
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Shop: 0
Weather:
BPNo,:
Welding
REFA
Wildish Building Co.
,.
12-18-07
2077102
E-18489
L. Postier
05120541
AWS CWI
Field: Ii1I
Overcast
f --COM2,QoLQQ828
Performed continuous inspection of multipass fillet welds larger th~n 5/16" on brace frame connections at
lines A/3 to 4 penthouse level and 13/B to C second floor. Insp~cted fit-up and monitored in-progress
welding by (2) certified welders using E71T-8 F.CAW. process. Welding was completed on BF-A/3 to 4
during tim'e of inspection. Completed welds were checked for size,jlength, profile and location.
,I
To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28-
07 and applicable AWS D1.1 code, except if noted above. '
.;~
Reviewed By:
tit{ i#ll
Structural Steei Supervisor
c: Barrantine Bates Lee - (e-maii)
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 client to whom it is addressed and pertains to the specifiC
process and/or material evaluated. As such, information contained herein sh<;111 not be reproduced in part or fUll and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s ~tten authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4698' fax (541) 757-2991
29540 B Airport Road' EUgene, Ore9on 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
~....... '
~7tt~
""''''Ii:'''''''''''''.'''. Geotechnical & Construction SeNio3s
SS,
Page 1 of 1
Report of Inspection Services
WeJding/High-Stren~th Bolting
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene,Oregong7401
Project: LCAFRC Complex ~:
Phase II
3110 Pierce Parkw<i'y
Springfield, Oregon'
Date:
Project No.:
Report No.:
Inspector:
ID No.:
. Inspection of:
Fabricator or Erector:
Contractor:
Shop: 0
Weather:
BPNo.:
. Welding
REFA
Wildish Building Co.
12-17-07
2077102
E-18478
L. Postier
06120541
AWS CWI
Field: Ii1I
Overcast
@2~M?OO7,;Q.Q8t~~ -;
Performed continuous inspection of multipass fillet welds on brace frame connections on line 10, from B to
C, second floor to roof and on A, from 3 to 4 penthouse to roof level. Inspected fit-up and monitored in-
progress welding by (2) certified welders using E71T-8 F.CAW." process. Welding was completed at
10/B and C. 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 dated 06-28-
, I
07 and applicable AWS D1.1 code, except if noted above. '
Reviewed By:
~//tIA
Dale A. 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 client to whom it is addressed and pertains to the specific
pro','ess and/or material evaluated. As such, informalion.contained herein shall not be reproduced. in part or full and/or any part
thereof be disclosed withoutFEI Testing & Inspection, lnc.'s ~ritten 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) 382-4646
,
A~p.p J
...?tt
.1$.'IIWt;'li'L1~UiIllIiU
CLIENT
55
GeotechniCal & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
PROJECT. LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Orego,n ,
B.P. NO. " COM2007-00828
CAST BY
A. Fenstermacher:
DATE
PROJECT NO.
REPORT NO.
12-13-07
2077102
.5600
12-06-07
3000 psi
4000 psi
40-1K
AEA
1 TICKET NO. 2322949
60" F YARDAGE 10.75 OF
48" F WEATHER Rain
Th'ree (3) arms vaults between lines 4and 7.5.
SACKS
CEMENT
70.0.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
12-07-07
4" x 8"
Knife River
3/4"
5"
9:45 AM
ASTM C31
From first lift of middle vault walls.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE tDAYS\ (IN'l tLBS\ LOAD tLBS\ STRENGTH rpslI . IPSII TEST FRACTURE"
12'13-07 7 12,56 8.5 60300 4800 10:40 AM D I
01-03-08 28 I
01-03-08 28 I
Hold I
"A-Cone B.ConelSplit C;-ConeShear D.Shear E-Columnar
REMARKS, Tony Dean (WMish Building Co.) was advised of on-site test results.
Reviewed By:
fJt.~.~-
Michael L. ~eyel--
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:jw
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 ~ithout FEl Testing & Inspection,.lnc.'s written authorization.
7W NWComellAvenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad' Eugene, Qegor 97402, phone(541)6IM,-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541)382-4846
5,>_
{~ft~
Geotechnical & ConstruCtiOn Services
Compressive Strength of Concrete
(ASTM C 39)
11~'ml~;'tl~'~:'HIJI_
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.' COM2007-0Ofl28 '
DATE
PROJECT NO.
REPORT NO.
12-13,07
2077102
5571
DATE CAST 11-15,07 CAST BY A. Fenstermacher:- DATE RECEIVED 11-16,07
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 40-1K CEMENT MAX SIZE AGG. 3/4"
ADDITIVES AEA AIR CONTENT
LOAD NO. 1 TICKET NO. 2989613 SLUMP 41/2"
CONCRETE TEMP 6r F YARDAGE 7.0 OF 7.0 TIME 2:30 PM
AIR TEMP 5r F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Stem wall between lines E arid F, from 10.5 to 12.5.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE ,
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) ,
11-21-07 6 12.50 8.3 55100 4410
12-13-07 28 12.56 8.3 73300 5840
12-13-07 28 12.56 8.3 76600 6100 ,I
Hold 1
AVERAGE
STRENGTH
(PSI)
5970
TIME OF
TEST
9:10AM
10:20 AM
10:25 AM
TYPE OF
FRACTURE"
D
D
D
.. A - Cone B - Cone/Split C - Cone Shear D - She~r 'E - Columnar
REMARKS: Ian (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
fJ1. '%~
Michael L.-Me,t{-
. Technical Manager
c: Barrantine Bates Lee - (e~mail)
kpff Consultin9 Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River- (e-mail)
City of Springfield
MLM:jw
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 Dr full and/or any part
thereof be 'disclosed without FEI Testing & Inspection, Inc.'~ written authorization.
7m NW ComelAvenue. Corvallis, Oregon 97330, phone (541) ,\57-4698 . fax (541) 757-2991
29540 B I\jrport Road' Eugene. Oregon 97402 . phone (541) IJ8:4-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54,1) 382-4844. fax (541) 382-4846
~.
Page 1 of 1
Report of Inspection Services
Weldin~/High-Strength Bolting
m'"""'"""U"U1~.IIl. Geotechnical & O:>ns1rucIion Services .
Client: Mr. Jim Thomas
Wildish Building Co.
PO Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex "
Phase II
3110 Pierce Parkw~y
Springfield, Oregon.
Date:
Project No.:.
Report No.:,
Inspector:
ID No.:
12.12-07
2077102
E-18422
C. Walpole
5114210-85
ICC
Field: Ii1I
,OvercasL-... -
~~32~!.,-?,~~2~ .
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Reefa
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed continuous visual inspection during in-progress welding of multipass fillet welds larger than
5/16" on brace frame knife p'late to column connections (ref.: deta'ils 4 and 5/S303). Inspected fit-up and
monitored amps, volts and travel speed by (1) certified welder using E71T-8 F.C.AW. process. Welding
was completed at the second floor and penthouse levels at grid lin~s B/5 and B.5/5, .
I'
Also, performed visual inspection of welded beam to embed conmictions at the second floor along lines A
and E, from 1 to 7; column to panel connections (detail 12/S-606) along line 1 at locations and verified
high strength bolts were brought into tension at second floor, along lines A and E, from'1 to 7, column to
panel connections (detail (12/S"606) along line 1 at (3) locations and verified ,high strength bolts were
brought into tension at second floor between grid lines A and E; from 1 to 7. Com pleted weids were
checked for size, length, profile and location. ,.'
To the best of our knowledge, the work checked is in conformance with structural drawings dated 06-28-
07, A.I.s.C. manual and applicable AWS 01.1 code, except if noted above.
Reviewed By:
N/~
'Dale A. 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 reportand/or enclosed test data is the confidential property of the client to whonl it is addressed and pertains to the specifiC
process and/or matertal evaluated. As such, information contained'herein shall not pe reproduced in part or full and/or any part
thereof be disclose.d withoutFEI Testing & Inspection, lnc.'s_ y..ritten 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) 3824846
{~fE~
11~'II/lrt~411~'~allmw
CLIENT
SS_
'-
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Buiiding Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 11 SAMPLED
PROJECT . LCAFRC'Complex
Phase II
3110 Pierce Parkway
Sprin9field, Oregon
B,P' NO. 'COM2007'00-S28
I :..;~ :_ _ .< ~ .... .
DATE
PROJECT NO'.
REPORT NO.
12-12-07
2077102
5561
.11-14-07 CAST BY A. Fenstermacher: DATE RECEIVED 11-15-07
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-1K CEMENT MAX SIZE AGG. 3/4"
AEA AIR CONTENT 5.4%
11 TICKET NO. 2322698 SLUMP 51/2"
610 F YARDAGE 10.72 OF 160.0 TIME 10:30 AM
390 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Slab on grade pour back strip and perimeter, two (2) pad footings on west side, four (4) pad footings on
east side and continuous footing beiween lines E and F, from 11.5 to. 12.5.
Near lines 19E. I
AVERAGE
,
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE .: STRENGTH TIME OF TYPE OF
DATE /DAYSl (IN.'l (LBSl LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE"
11-21-07 7 12.50 8.3 56600 4530 8.45 AM D
12-12-07 28 12.56 8.3 83100 6620
12-12-07 28 12.56 8.3 83000 6610 6615
Hold
.. A-Cone B-Cone/Splil C-ConeShear D Shear E-Columnar
REMARKS: TonyDean (Wildish Buiiding Co.) was advised o.f on-site test results.
Reviewed By:
lh.i.jJ-
Michael L. Me{1r
Technical Manager
c: Ba'rrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e,mail)
Knife River- (e-mail)
City of Springfield
MLM:jw
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.'~ written authorization.
7ffJ NN ComeII Averue . 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) 382-4844 . fax (541) 382-4846
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
A-'pr 1
~~tt~
11:""lm':'h\~'~:'IIIJr_
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
\'i
55
Geotechnical & Construction Services
COmpressive Strength 'of Concrete
(ASTM C 39)
PROJECT LCAFRC Complex ,
Phase II
3110 Pierce Parkway
Springfield,Oregon ,:
B.P. NO. 'COM2007-00il2!3'
DATE
PROJECT NO.
REPORT NO.
12,12-07
2077102
5560
11-14-07 CAST BY A. Fenstermacher DATE RECEIVED 11-15'07
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-1 K CEMENT MAX SIZE AGG. 3/4"
AEA AIR CONTENT 5.5%
3 TICKET NO. 2322400. SLUMP 5"
58' F YARDAGE 10.75 OF 160.0 TIME 7:30 AM
34' F WEATHER Overcast SPECIMEN STORAGE ASTM C31
'Slab on grade pour back strip around perimeter, two (2) pad footings on west side, four (4) pad'
footings on east side,.continuous footing between lines E and F, from 11.5 to 12.5.
From west side perimeter footing.
AVERAGE
STRENGTH
(PSIl
,
'~I
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE ,.
DATE (DAYS) (IN') (LBS) LOAD (LBS) STRENGTH (PSIl
11-21-07 7 12.50 8.3 56000 4480
12-12-07 28 12.56 8.3 73500 5850
12-12-07 28 12.56 8.3 .77500 6170
Hold
TIME OF
TEST
8:35 AM
11:00 AM
11:05 AM
TYPE OF
FRACTU RE"
D
D
D
6010
.. A - Cone B - Cone/Split C - Cone Shear 0 - Shear ,': E Columnar
REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results,:
Reviewed By:
(f;. '-j ,/Aw.
Michael L. Meyer (/
Technical M~nager
"'J
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield '
MLM:jw
This report and/or enclosed test data is the confidential property of the client to whC)m 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/of any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
I .
7fIJ NVV ComelAvenue. Corvallis, Oregon97330' phone (541) 757-4698 . fax (541) 757-2991
29540 B Airport Road. Eugene, Oregon 97402 ,phone (541) 68:4-3849 . fax (541) 684-3851
63050 Corporate Piace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~ftJ
:;,S_
Page 1 of 1
;Report of Inspection Services
Weldin~/Hi~h-Stren~th Boltinq
n""IIl'ICl;.h\~'~~'lIll1l_ Geotechnical & Consbuction Services
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex
Phase II I.
, 3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Reefa
Wild ish Building Co.
Shop: 0
Weather:
BP No.:
"
12-11-07
2077102
E-18398
C. Walpole
01040131
AWS CWI
Field: Ii1I
Overcast
---.,., ..-
COM2007-00828
.,
Performed continuous visual inspection during the welding of m,ultipass fillet welds larger than 5/16" at
knife plate to column connections (details 4 and 5/S303) on the second floor and penthouse levels on grid
line5/B. Inspected fit-up and monitored amps, volts and travel sp'eed by (1) certified welder using E71T-8
F.C.A.W. process. Welding.was not completed during time of inspection.
To the best of our knowledge, the work in-progress is in conformance with structural drawings dated 06-
28-07 and applicable AWS D1.1 code, except if.noted above.
Reviewed By:
utv~
Structural Steel Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-maii)
City of Springfield
DAW:jw
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 no~ 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
~s.
A~"P'
~~rc
Page 1 of 1
11~'llllr'MII~~'~lIll1Jl_
Geotechnical & Construction SeM08S
Daily Field Report
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.:
'REVISED REPORT
12-10-07
12-06-07
2077102
E-18366
A. Fensterm acher
5258882-49
ICC
Inspection of: Reinforced Concrete.
Contractor: Wildish Building Co.
Weather: _Rain.-
BPNo.: I c;OM20g7-00828
Continuous Inspection: D
Periodic Inspection: 0
Performed inspection on the reinforcing steel for walls and suspended roof slab for
three (3) arms vaults between lines 4 and 7.5. Reinforcing steel was checked for
grade, size, laps, quantities, locations, ties, supports and clearance. Note: wall dowels
were epoxied into slab without special inspection. I~
, ~
Observed the placement of 73.5 cu./yds. of Knife River i~OOO psi (3000 psi required)
concrete (Mix 40-1 K) in areas iisted above. Concrete was placed by pump and was
mechanically consolidated. Cast one (1) set of four (4) 4:' x 8" concrete test cylinders.
Tony Dean (WBC) was notified of on-site test results: slump 5"*; concrete temperature
60F; air temperature 48F.
Mr. Dean was asked to notify our office when additional s~rvices are needed.
To the best.of our knowledge, the work'inspected was!'in accordance with RFI,041
dated 06-11-07, plans dated 06-28-07 and applicable workmanship provisions of the
I.B.C., except if noted above.
Reviewed By:
t1:~~
Technical Manager
c:
Barrantine Bates'Lee - (e-mail)
kpff Con suiting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield .
RECEIVED
DEe 1 9 2007 '
MLM:jw
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 FE! Testing & Inspection, Inc.'~,wrjtten authorization.
750 NW ComeIIAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
'29540 BAirport Road. Eugene, Oregon 97402 . phone (541) 684-3B49 . fax (541) 684-3851
63050 Corporate Place, Suite 2.. Bend, Oregon 97701 . phone (54 i) 382-4844 . fax (541) 382-4846
A:-'4Ipr~
~Yttl
11:''IlIml:41 h\~' ~;'IlIh11lllll
CLIENT
ss_
Gt,U~\J~ " ,;cal & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wiidish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES'
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCA nON
LOAD 2 SAMPLED
TEST
DATE
I 12-05-07
I 12-26-07
I .-12-26-07
,. Hold
AGE
(DAYS)
7
28
28
PROJECT LCAFRC Compiex "
Phase II
3110 Pierce Parkway
Springfield, Oregon,
B.P. NO,1. COM2007-00828 i
DATE
PROJECT NO.
REPORT NO.
CAST BY
R. Marjama
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
. MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
11-28-07
4000 psi
4000 psi
2440NE7100
Hot Water.
2 TICKET NO. 2989876
61' F YARDAGE 10.0 OF
33' F WEATHER Partly Cloudy'
Slab on grade within lines E to F and 10.5 to 12.5.
SACKS
CEMENT
4Q.75
I;
Approximately lines 11 E.5.
AREA
(IN.'!
12,56
AVERAGE
STRENGTH
(PSIl
TIM E OF
TEST
8:30 AM
WEIGHT
(LBS\
8.3
TOTAL
LOAD (LBSl
54600
COMPRESSIVE
STRENGTH (PSIl
4350
I
"I
.. A - Cone B - Cone/Split C ~ Cone Shear 0 - Shear : E - Columnar
REMARKS: Tony Dean(Wildish Building Co.) was advised of on-site test results::
Reviewed By:
t1~e~'~
Technical Manag~r
.'
-
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
~LM:jvy
12-05-07
2077102
5588
11-29-07
4" X 8"
Knife River
3/4"
51/2"
7:50 AM
ASTM C31
TYPE OF
FRACTURE"
D
This re"port and/or enclosed test data is the'c~nfidential property of lh"e client to who,m it is addressed' and pertains to the,specific
process and/or material evaluated. ~s 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.
7ffJ NW Camel Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 BAirpatRoad' 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
,. . -
5'.s
A~"p.
~yrtl
Page 1 of 1
.j "
11::"'lh'ltf:'I~~'~t'IlIJ1_
~l~ II,;cal & Construction Services
Daily Field Report
Client:
Mr. Jim Thomas
Wild ish Building Co.
PO Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex Phase II'
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
11-30-07
2077102
E-18309
A. Fenstermacher
5258882-49
ICe-
Inspection of: Epoxy Anchors
Contractor: Wildish Building Co.
Weather: Q':I.erca,st.
BP No.: '-COM2007-00828
L-_ .
Continuous Inspection: 0
Periodic Inspection: 0
Performed continuous inspection during the installation of column anchor bolts as
follows: eight (8) 314" x 14" all-thread anchors at elevator 2 between lines 11 and 12 for
tube steel to footing connection, one-hundred thirty-six (136) 314" x 14" all-thread
anchors for footing connections on line g thru 21, from B to D; four (4) 314" x 18"
vertical all-thread anchors for bolt replacement at lines ~ 3B.6. Note: RFI is pending
regarding the installation of the four (4) bolts at 13B.6. ~erified embedment depths as
follows: 8" deep for' 14" bolts and 12" deep for 18" bolts: Anchors were secured with
Hilti Hit Hy 150 Max (ICC ESR #1967, expiration date 06-08).
. ,
lan'(WBC) was asked to notify our office when additional ~ervices are needed.
To the best of our knowledge, the work inspected :was in accordance with plans dated
06-28-07 RFI'049 dated 06-28-07 and applicable workmanship provisions of the I.B.C.,
except if noted above. '."
Reviewed By:
(h.X,~ ----
Michaei L. Meyev
Technical Manager .
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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, Jnc.'s written authorization.
750 NW Cornel Avenue' Corvaliis, Oregon 97330 . phone (541) 757-4698 . fax (541 )757-2991
29540 BAirportRoad' Eugene, Oregon 97402, phone (541)684-3B49 . fax(541)684-3851'
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 3824846
"~~~t"!: ~,
'lifI. .- I
, ..~
il:"'I! 1'1 rt:t I ~~, ~alllh''lW!I
CLIENT
s5
Geotechnical & Construction Services
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. ICOM2007-00828
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
11-01-07 CAST BY A. Fenstermacher.
6000 psi (panel); 4000 psi (slab)
6000 psi SACKS
60-KM CEMENT
Mid-Range
1 TICKET NO. 2322217
62' F YARDAGE 10.75 OF 20.0
41' F WEATHER Overcast
Shower slab infill near lines 13.5A.3 and tilt-up panel ria. 36.
Panel no. 36.
DATE.
PROJECT NO.
REPORT NO.
11-29-07
2077102
5542
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
11-02-07
4" x W'
Knife River
3W
5.'
7:50 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE .. STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIH (PSI) TEST FRACTURE""
11:06-07 5 12.56 8.5 65000 5180 8:45 AM D
11-08-07 7 12.50 .8.6 76800 6140 2:40 PM B
11-29-07 28 12.56 8.6 100500 8000 8:10AM A
11-29-07 28 12.56 8.6 98900 7870 7940 8:15AM D
"A-Cone B - Cone/Split. C - Cone Shear D-Shear. E Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test result~.
Reviewed By:
()/jfi111Jt
Michael L. Meyer
Technical Manager
(for M<'c~\ L,~y-v-)
c:. Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
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, informatiqn contained herei'n shall not be reproduced in part or full and/or any part
thereof be disc;losed without FEI Testing & Inspection, Inc.'!? written authorization.
. 750 NW Camell Avenue. Corvallis, 0reg0n97330' phone (541H57-4698 . fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849 . fax (541)684-3851
63050 Corporate Place, Suite2' Bend, Oregon 97701 . phone (54'1) 3824844 . fax (541) 382-4846.
. ~
5S.
~f;l
Page 1 of 1
1I~'llmt;"li.'~UIUh\.IIl. G..::ull::;~ 1I1ical & Construction Services
i, Report of Inspection Services
. .
Welding/High-Strength 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,:
11-29-07
2077102
E-18302
C. Walpole
01040131
AWS CWI'
Field:' Ii1I
Overcast...-
r-- " "r
I '~C.OM200~,00828_.f
'_--"- :_._v'- ,', :
Inspection of:
Fabricator or Erector:
Contractor:
. Welding
Reefa
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Performed visual inspection of shear plate to embed connections (ref. details 3fS-601, 15fS-601 and RFI
#151 dated 11-20-07), at the second floor on line A and on line E, from 1 to 9.7; tilt-up corner connections
(ref. detaii 4fS502 and RFI #147 dated 11-15-07), at grid lines1/A, 1fE and 9.7fE and footing to panel
connection (ref. detail 15fS502), along line 9.7, from C to E. 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 shop drawings, change orders
and applicable AWS D1.1 code, except if noted above. '
Reviewed By: .
~V!~
Structural Steel Supervisor
c: Barrantine Bates Lee - (e~IT!ail)
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 cHent to whom it is addressed and pertains to the specific
. process and/of material evaluated. As such, information contained herein shall n~t be reproduced in part qr full and/or any part
thereof be disclosed without FEI Testing & Insp~ction, Inc,'s written authorization,
750NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
. :29540 B Airpo:,. Road_' Eugene, Ore~on 97402 . phone (541) '684-3849 . fax (541) 684-3851
. .-;.'--- ._.. ~ ,_..,~-~ .~.~
(~fEI
1~
55,
Page 1 of 1
n~'lltltl;1II~I.' ~~t III Ii '-1ll!I
Geoted1nical & Construction Servioos
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Inspection of: Reinforced Concrete
Contractor: Wildish Building'Co.
,.
Project: LCAFRC Complex' Phase II
3110 Pierce Park""ay
Springfield, Orego~
Date:
Project No,:
Report No,:
Inspector:
10 No.:
Weather: Partly Cloudy
BP' No,: [' 8QM2007'OQ?28' ;
11-28-07
2077102
E-18277
R. Marjama
5235029-49
ICC
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel for slab on grade within' lines E to F.
and 10.5 to 12.5. Reinforcing steel was checked for grade, size, lap, placement and
clearance. Reinforcing steel was secured with tie-wire an~ supported above grade.
~~
Observed the placement of 40.75 cu./yds. of Knife River 4000 psi concrete (Mix
2440NE7100) in areas listed above. Concrete was ': placed by pump and was
mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders.
Tony Dean (WBC) was notified of on-site. test results: slump 5 1/2"; concrete
temperature 61F; air temperature 33F.
Mr. Dean ~was asked to notify our office when additional s~rvices are needed.
To the best of our knowledge, the work inspected was in 'accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B,.C., except if noted above.
RevieWed By: .I '
~ h; f--=s--- ----.
( Fw- \-'\ I c,,~\.
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:jw
L,~-(/'\
\
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 andior any part
thereof be disclosed without FE! Testing & Inspection, Int:~ written authorization.
750 NW 0:Jr001 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
~~"r'
'~tt ~
Geotechnical & Construction Servims
Compressive Strength of Concrete
II (ASTM C 39)
11~'llllfl:"II~'~:llIIh'W
CLIENT Mr. Jim Thomas
Wild ish Building Co.
. P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon.'
B.P. NO. ,'Cc5M2007-00828
DATE
PROJECT NO.
REPORT NO.
11-27'07
2077102
5538
LOAD 6 SAMPLED
10-30-07 CAST BY R. Marjama DATE RECEIVED
6000 psi SPECIMEN SIZE
6000 psi . SACKS SUPPLIER
2460N5A2MO CEMENT MAX SIZE AGG.
Mid-Range AIR CONTENT
6 TICKET NO. 2322137 SLUMP 5 1/2" .
i:
650 F YARDAGE 10.25 OF 240.0' TIME 8:45 AM
520 F '. WEATHER Overcast SPECIMEN STORAGE ASTM C31
Slab on grade lines E io B.5 and 115 to 12.5. Tilt-up panel nos:38, 39, 40, 41, 64, 5, 6, 7, 8,10,56,
58, 33, 35. .
. Panel no. 39.
10-31-07
4" x 8"
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED'
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
Knife River
3/4"
, I~ AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE: STRENGTH .milEOF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIH (PSI) TEST FRACTURE""
11-02-07 3 12.50 8.6 60200 4820 4:35 PM D
11-07-07 8 12.43 8.6 80000 6440 . 8:05 AM A.
11-27-07 28 12.50 8,7 99500 7960 8:45 AM B
11-27-07 28 12:50 8.6 97200 7780 7870 8:50 AM C
U.A-Cone B-Cone/Splil C-ConeShear D-Shear E-Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test result~.
Reviewed By:
!1a~'-1~~ .
. 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:jw
This report and/or enclosed lest data 1s the confidential property of the client 10 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 Tes\lng & Inspection, !nc.'s written authorization.
7fJJ NN ComeiAvenue' Corvallis, Oregon 97330. phOne (541) 757-4698 . fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 6if4-3849 . fax (541) 684-3851
63050 Corp?rate Place, Suite 2. Bend, Oregon 97701 . phone (54,1)382-4844' fax (541)3824846
~,.....,
1+.",.2; ~t....
lro. "W. .-i
... ......:
II~'II mt;4Ir~'~ ~ ,,{II alUl!I
CLIENT
ss.
GcvlC:C: ,nical & O:>nstruction Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon '.
B.P. NO. ;--COM2007-0082S"
DATE
PROJECT NO,
REPORT NO.
11-27-07
2077102
5539
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 18 SAMPLED
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP 5"
TIME 11:45AM
SPECIMEN STORAGE ASTM C31
Tilt.up panel nos. 38, 39, 40, 41,64,5,6,7,8,10,56,
i
R. Marjama .
10-31.07
10.30-07
6000 psi
6000 psi
2460N5A2MO
Mid-Range
18 TICKET NO. 2989021 .
6go F YARDAGE 10.25
540 F . WEATHER Overcast
Slab on grade lines E to B.5 and 11,5 to 12.5.
58, 33, 35.
Panel no. 10.
4" x 8".
SACKS
CEMENT
Knife River
3/4"
OF
2~0.0
I:'
AVERAGE'
TEST AGE AREA WEIc:;HT TOTAL COMPRESSIVE , STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN,') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE**
11.02-07 3 12.50 8.5 56300 4500 4:30 PM D
11.07-07 8 12.43 8.5 71200 5730 'I 8:00 AM D
11.27-07 28 12.50 8.6 99100 7930 8:55 AM C
11.27.07 28 12.50 8.6 98700 7900 . I 7920 9:00 AM C
"A-Cone B-Cone/Split C-Cone Shear D-.Shear E-Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test result~,..
Reviewed By:
jlJ.~~ ~
Michael L.':e~~
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:jw
This report and lor enclosed test data is the confide'ntial.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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc,'swritten authorization.
750 NW ComelAvenue' Corvallis, Oregon 97330, phone(541) 757-4698, faX(541)757-2991
. . 'I
29540 BAirportRoad Eugene, Oregon 97402. phcne(541)684-3849' fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone(54!) 382-4844 . fax (541) 382-4846
ss
~"'''p . .
~l,"llr-
It.:7 ~ .
Geotechnical & Construction Services
COmpressive Strength of Concrete
, (ASTM C 39)
11;r.'IIH1'UIlI~'~:'llIl[1W!I
CLIENT
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Spri~gfield,.Oregon
B.P. NO. lCOM2007-00828~.,_,
DATE
PROJECT NO.
REPORT NO.
11-22-07
2077102
5525
DATE CAST 10-25-07 CAST BY A. Fenstermacher DATE RECEIVED 10-26-07
STRENGTH REQUIRED 6000 psi (3000 psi in footings) SPECIMEN SIZE 4" x 8"
STRENGTH PLACED SACKS , SUPPLIER Knife River
6000 psi
PRODUCT CODE 60-KM CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Mid-Range AIR CONTENT
LOAD NO. 4 TICKET NO. 2322072 SLUMP 53/4"
CONCRETE TEMP 630 F YARDAGE 10.0 OF 185.0 TIME 8:10AM
AIR TEMP 3r F WEATHER Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Tilt-up panel nos. 9,-11,12,13,30,31,32,34,37,57'59 and 60. Perimeter footing on line E, from
11.5 to 12.5:
LOAD 4 SAMPLED From right side. as cast, of panel 11.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE:" STRENGTH TIME OF . TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE-
11-01-07 7 12.50 8.5 74700 5980 12:15 PM A
11-22-07 28 12.50 8.6. 103300 8260 9:35 AM A
11-22-07 28 12c50 8.5 104200 8340 8300 9:40 AM A
Hold
"A Cone B-ConefSplil C-Cone Shear D-Shear E-Columnar
REMARKS: Tony Dean (Wildish Building Co.)was advised o{on-site test results'.
Reviewed By:
171. /i..~
Michael L. Meyer
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:jw
This repon and/or e'nclosed testdala 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 no't be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written' authorization.
750 t-NV Cornell Avenue. Corvallis, Oregon 9733O' phone (541) 757-4698 'fax(541)757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phore(541)i3&'\.-3849 . fax (541)684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54,1) 382-4844 . fax (541) 382-4846
>5
A~"'" ·
~ytt ~
11~'mlrt;"11\~1~~.llm_
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
. CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Ore9o~:'
. COM2007 :00828
DATE
PROJECT NO.
REPORT NO.
11-22-07
2077102
. 5526
B.P. NO.
DATE CAST 10-25-07 CAST BY A. Fenstermacher:" DATE RECEIVED 10-26-07
STRENGTH REQUIRED 6000 psi (3000 psi in footings) SPECIMEN SIZE 4" xB"
STRENGTH PLACED 6000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 60-KM CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Mid-Range AIR CONTENT
LOAD NO. 11 TICKET NO. 2322079 SLUMP 6"
CONCRETE TEMP 65', F' YARDAGE 10.0 OF 185.0 TIME 9:30 AM
AIR TEMP 45' F WEATHER Clear. SPECIMEN STORAGE ASTM C31
POUR' LOCATION . Tilt-up panel nos. 9,11,12,13,30,31,32,34,37,57,;'59 and 60. Perimeter footing on line E, from
11.5 to 12.5.
LOAD 11 SAMPLED From left side, as cast, of panel 60.
AVERAGE
TEST AGE 'AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE' (DAYS) (IN.')' (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTUREU
11-01-07 7 12.50 8.6 67000 5360 12:20 PM D
11-22-07 28 12.50 8.6 94500 7560 9:25 AM A
11-22-07 28 12.50 8.6 97900 7830 7695 9:30' AM A
Hold
.. A-Cone B-Cone/Split C:"Co~e Shear D Shear E Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
A .'f.~
Michael L. ~eycf! .
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:jw
This report and/or enclosed test data is the confidential property of the client 10 whom il is addre'ssed 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.'~ written authorizatio~.
7f1JNN ComslAvenue. 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 g7701 . phone (541) 382-4844 . fax (541) 3824846
~ftJ
.1~'lh'I!'t;4h\~'~~'llll\'11Wa Geotechnical & Construction Services
sS
Page 1 of 1
.. Report of Inspection Services
Welding/Hi~h-Stren~th Boltinq
Client: Mr. Jim Thomas
. Wild ish Building Co,
P.O. Box 7428 '
Eugene, Oregon 97401
LCAFRC Complex
Phase II ,
3110 Pierce Parkway
Springfield, Oregon
,
Project:
Date:
Project No.:
Report No.:
Inspector:
10 No.:
. Inspection of:
. Fabricator or Erector:
Contractor:
High Strength Bolts
REFA
Wildish Building Co.
Shop: 0
Weather:
BP No.:
11-21-07
2077102
E-18222
L. Postier
5232606-85
ICC
Field: Ii1I
Oyer~ast
COM2007-00828 I'
~
, ._. ~. -"'-"-.--
I;
Performed tension verification on the 7/8" A325 ten'sion control bolts (2" lot #F2J0540900, 2 1/2" lot
#F2J1814000 and 2 3/4" F2J1808200). Three bolts of each si~e were installed in a Skidmore-Wilhelm
tension indicator and tightened to 'twist-off. The bolts tested" will meet andlor exceed the minimum
tension requirements of 39 kips plus +5% per the A.I.S.C.manual.
Contractor was asked to notify our office when additionai services' are needed.
Reviewed By:
'BwCUi
Structural Steei Supervisor
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers '- (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
DAW:jw
RECEIVEO
DEe 0 310m
,I ,
. 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, inforrT)ation contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection. Inc.'s written ~ulhorjzation.
750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541)757-4698' fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402. phone (541) 6,84"3849 . fax (541)684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54)) 382-4844 . fax (541) 382-4846
S'f_
~"r'"
~f;~ 'l\t....
...7 ~~.
Geotechnical & Cons1ruction Services
Compressive Strength of Concrete
(ASTM C 39)
11:"'llilet:th''''~~'IlIh'_
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
_ Springfield, Oreg5ln
B.P. NO. -'c6}::1?(j07~o6828
DATE
PROJECT NO.
REPORT NO.
11-21-07
2077102
55.71
. DATE CAST 11-15-07 CAST BY A. Fenstermacher DATE RECEIVED 11-16-07
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS. SUPPLIER Knife River
PRODUCT CODE 40-1K. CEMENT MAX SIZE AGG. 3/4"
ADDITIVES AEA AIR CONTENT
LOAD NO. 1 TICKET NO. 2989613 SLUMP 4 1/2"
CONCRETE TEMP 6r F YARDAGE 7..0 OF 7.0' 'TIME 2:30 PM .
AIR TEMP 5r F WEATHER Overcast . SPECIMEN STORAGE ASTM C31
POUR LOCATION Stem wall between lines E and F, from 10.5 to '12.5.
, .
AVERAGE
TEST . AGE AREA, WEIGHT TOTAL COMPRESSIVE " STRENGTH
DATE (DAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSI) , (PSI)
11-21-07 6 12.50 8.3 55100 I 4410 \;
12-13-07 28 I.
12-13-07 28 I
Hold
"
"A-Cone B-Cone/Split CcConeShear. 0 Shear; E-Column<ir
TIME OF
TEST
9:10AM
TYPE OF
FRACTURE"
D
I
I
I
REMARKS: Ian (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
j1J. ';(~
Michael L. Meyer'
Technical'Manager
c: Barrantine Bates Lee~ (e-mail)
kpff Consulting Engineers - (e-mai.l)
Oregon Military Dept. ~ (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential property of the client to ,whom it is addressed and pertains to the speclfic
process andlor material-evaluated. As such, information contained herein shall not be reproduced in part or full and/or any. part
thereof b~ disclosed without FEI Testing & Inspection, !nc:s"writ.ten authorization.
,
7ffJ NW ComellAvenue' Corvallis, 0reg0n97330. phone (541) 757-4698. fax (541) 757-2991
29540 SAirportRoad' 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
{~ftl
'11:"lll!rt;'Ii\.'~Ullmll1ll!!l
CLIENT
ss_
Geotechnical & Construction Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
EUgene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 11 SAMPLED
TEST
DATE
11-21-07
12-12-07
12-12-07
Hold
AGE
(DAYS)
7
28
28
PROJECT
LCAFRC Compiex
Phase II
3110 Pierce Parkway
Springfield, Oregon
CpM2007 -0082? .
DATE
PROJECT NO.
REPORT NO.
11-21-07
2077102
5561
B.P. NO.
11-14-07 CAST BY A. Fenstermacher DATE RECEIVED 11-15-07
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-1K CEMENT MAX SIZEAGG. 3/4"
AEA AIR CONTENT 5.4%
11 TICKET NO. 2322698 SLUMP 51/2"
610F YARDAGE 10.72 OF 160.0 TIME 10:30 AM
390 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Slab on 9rade pour back strip and perimeter, two (2) pad footings on west side, four (4) pad footings on
east side and continuous footing between lines E and F, from 11.5 to 12.5.
Near lines 19E.
AREA
(IN.')
12.50
TOTAL
LOAD (LBSl
56600
AVERAGE
STRENGTH
(PSI)
TYPE OF
FRACTUREH
D
COMPRESSIVE
STRENGTH (PSI)
4530
TIME OF
TEST
8:45 AM
WEIGHT
(LBSl
8.3
H A . Cone B - Cone/Split C - Cone Shear . 0 - Shear E - Columnar .
REMARKS: Tony Dean (Wildish BUilding Co.) was advised of on-site test 'results.
Reviewed By:
A . --to /1w..t ---
Michael L. ~eye;r .
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Ore9on Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
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 andlor any part
thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization.
750 NW Cornell Avenue . Corvallis, Oregon 97330 . phone (541) 757-4698. fax (541)757-2991
. 29540 BAirportRoad' Eugene, 0reg0n97402' phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
~~....po. ~
" ~t"
'7 _~
11~'llllrt:'lt~1~Ulllml.lti!l
CLIENT
~.f.
,
Geotechnical & Construction Services
Co~pressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wild ish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3'SAMPLED
TEST
DATE
11-21-07
12-12-07
12-12-07
Hold
. AGE
(DAYS)
7
28
28.
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon':
B.P. NO. 'COM2007-00828
.' ; .
DATE
PROJECT NO.
REPORT NO.
11-21-07
2077102
5560
11-14-07 CAST BY A. Fenstermacher DATE RECEIVED 11-15-07
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS . SUPPLIER Knife River
40-1K CEMENT MAX SIZE AGG. 3/4"
AEA AIR CONTENT 5.5%
3 ' TICKET NO. 232'2400 SLUMP 5"
58' F YARDAGE .10.75 OF 160.0 TIME 7:30AM,
34' F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Slab on grade pour back strip around perimeter, two (~) pad footings on west side, four (4) pad
footings on east side; continuous footing between lines E and F, from 11.5 to 12.5.
From west side perimeter footing.
AREA
(IN.')
12.50
AVERAGE
STRENGTH
IPSI)
TIME OF
TEST
8:35 AM
. TYPE OF
FRACTURE"
D
WEIGHT
(LBS)
8.3
COMPRESSIVE ';
STRENGTH (PSI) I:
4480
TOTAL
LOAD (LBS)
56000
.. A - Cone B - Cone/Split C - Cone Shear 0 - Shear E Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results,
Reviewed By:
fJ1.,;(.~
Michael L. Meyer
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:jw
This report and/or enclosed tes~ 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 FE] Testing ~ Inspection, lnc.'s written authorization.
750 NW Cornel Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541 )757-2991
29540 BAirportRoad' 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
{~ftJ
.I~' IIIlrf;.IJ II~i ~ ~ '1I'l/ 1I1HtlI
CLIENT
H.
G"v~c-":'" lical & Construction Services
Co~pressive Strength of Concrete
" (ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP,
AIR TEMP
POUR LOCATION
LOAD 5 SAMPLED
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
B.P. NO. r COM2007-00828
CAST BY
A. Fenstermacher
DATE
PROJECT NO.
REPORT NO.
11-20-07
2077102
5521
10-23-07
6000 psi
6000 psi
60-KM
Mid,Range
5 TICKET NO.
6r F YARDAGE
4r F WEATHER
Tiit-up panel nos. 14 thru 29.
SACKS
CEMENT
2322010
10.0 . OF
Fog
220,0
,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
10-24-07
4" x8"
Knife River
3/4"
51/2"
8:10AM
ASTM C31
From left side, as cast of panel no. 17.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE"
10-30-07 7 12.50 '8:6 77500 6200 12:35 PM C
11-20-07 28 12.50 8.5 102600 8210 9:00 AM A
11-20-07 28 12.50 8.5 97100 7770 7990 9:05 AM A
Hold
HA_Cone B-Conel5plit C -Cone Shear D-Shear E-Columnar
REMARKS: Tony Dean (Wild ish Buildin9Co.) was advised.of on-site test results:'
Reviewed By:
A . '-j./k.. ---
Michael L. Me,f('
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:jw
This report and/or enclosed test data is the confidential property of the client to'whom it is addressed and pertains to the specific
proces's and/or material evaluated.' As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be. disclosed witho~t FEI Testing & InspecUon"lnc.'s'written authorization.
750 NW ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402, phone (541)68(.3849 . fax (541)684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 3824844. fax (541) 382-4846
S's~
. 4}~"P'
~~rtj
'1:.'m(rf;4h\~'~~'llIJfW
Geotechnical & Construction SelVic:es
Compressive Strength of Concrete
"
(ASTM C 39)
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT
LCAFRC Complex:'
Phase II
3110 Pierce parkwa'y
Springfield, Oregon
. COM2007 -00828
DATE
PROJECT NO.
REPORT NO.
11-20-07
2077102
.5522
B.P. NO.
DATE CAST 1 0~23-07 . CAST BY A. Fenstermacher DATE RECEIVED 10-24-07
STRENGTH REQUIRED 6000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 6000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 60-KM CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Mid-Range AIR CONTENT
-..,
LOAD NO. 15 TICKET NO. 2322023 SLUMP 61/4"
CONCRETE TEMP 660 F . YARDAGE 10.0 OF 220.0 TIME . 9:45 AM
AIR TEMP 560 F WEATHER . Fog SPECIMEN STORAGE ASTM C31
POUR LOCATION Tilt-up panel nos. 14 thru 29.
LOAD 15 SAMPLED From top of panel no. 23.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) {IN.'} iLBS\ LOAD (LBS) STRENGTH (PSI),' (PSI) TEST FRACTURE~
10-30-07 7 12.50 8.6 68500 5480 12:40 PM C
I. 11-20-07 28 12.50 8.5 94200 7540 9:10AM A
I 11-20-07 28 12.50 8.5 94900 7590 1 7565 9:15AM A
Hold 1
.. A-COne B-Com;fSplit C-Cone Shear D-Shear E-Columnar
REMARKS: Tony Dean (WildishBuilding Co.) was advised of on-site test results.
Reviewed By:
;Jt .'-t'.~
Michael L. MeyrP
Technical Manager
c: Barrantine Bates Lee - (a-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River-'(e-mail)
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential property of the client to whom iris addressed and pertains to the specific
process andfor 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 Come/I Avenue . Corvallis, Oregon 97330. phone (541)757-4698 . fax (541) 757-2991
29540 BAirportRoad' 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
,
~"'''I
~7ft
lWllll!',,,,,,."'"11'lW Geotechnical & Consln.1ction Services
>S,.
Page 1 of. 1
:i
;Reporfof Inspection Services
Weldin~/High-Strength 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,:
Inspection of:
Fabricator or Erector:
Contractor:
Shop: Ii1I
Weather:
BPNo.:
Welding
Crater Iron
Wildish Building Co.
1'1-20-07
2077102
E-18227
C. Walpoie
01040131
AWS CWI
Field: 0
Inside, "'.
COM2007,Q()82~ )
Performed visual inspection on the foilowing fabricated structural steel components: embeds (17) H-31
and (34) K31; beams (2) B30, (2) B66, C30, D30 and (2) N92B; columns A67B: A68B .and A69B;
outriggers (2) F30, G30 andH30 and braces (10) F25 and (10) S25. Completed welds were checked for
size, length, profile and location.
Fabricator was asked to notify our office when additional services 'jlre needed.
) .
To the best of our knowledge, tre work checked is in conformance with'shop drawings and applicable
AWS D1.1 and D1.4 codes, exc~pt if noted above.' ,. ,.
Reviewed By:
dI LtfItt
Structural Steel Supervisor'
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e.mail)
Oregon Miiitary Dept. - (e-mail)
City of Springfield
DAW:jw
This report and/or enclosed test data is the confidential property of the client to whom il'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~wrjtten authorization, . .
" - - I
750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) J57-4698' fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402. phone (541) 6(l4-3849' fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54!) 382-4844 . fax (541) 382-4846
~rp.
~"rt~
SJ:..
Page 1 of 1
m.'llml:.l~.'~:"lIUIllli!l
Geotechnical & Construction Services
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
PO. Box 7428
Eugene, Oregon 97401
Inspection of: Epoxy Anchors
Contractor: Wild ish Building Co.
Project:
LCAFRC Complex Phase II
,
3110 Pierce Parkway
Springfield; Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Weather': Partly Cloudy
BP No.: :- 'COM2007-00828
11-20-07.
2077102
E-18217
M. Meyer
0877905-88
ICC
Continuous Inspection: 0
Periodic Inspection: Ii1I
.Performed continuous inspection during the installation of ninety-six (96) 3/4" x.14" all-
thread vertical column anchors into concrete. spread footings as follows: west entry
canopy on line 1 -8'; at lines 1 B, 10, 2B,2C, 2D, 3B, 3C,,:3D, 4B, 4C, 4D. 5C< 5D, 6B,
6C, 6D, 7B, 7C, 7D, 8B, 8C and 8D. Four (4) anchors were installed at each location
and galvanized anchors were installed in west canopy column footing. Prior to
installation, the predrilled' holes were cleaned with a ibrush and compressed air.
Verified minimum embedment depth of 8". Anchors were secured with Hilti Hy 150
MAX (ICC ESR - 1967, expiration date 05~08). Columns and anchor nuts to be
installed at a later date when additional services are needed.
"
To the best of our knowledge, the work inspected was in! accordance with plans dated
06-28-07, RFI 049 dated 06-28-07 and applicable workmanship provisions of the IBC.,
except if noted above.
Reviewed By:
;J;,';(.~
Michael L: Me,4
Technical Manager
c: Barrantine Bates Lee - (e-mail) .
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
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 snail not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 rwv Cornell Avenue' Corvallis, 0reg0n'97330' phore(541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phore (541)684-3849'fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Orego~ 97701 . phone(54j) 3824844' fax (541) 382-4846
'Sd
"~PPj
'7ft,
Page 1 of 1
II:'" II ~ [11:41~.'~: 1111h'lIill!I
Geotechnical & Construction SeiV1ces
Daily Field Report
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.:
11-15-07
2077102
E-18170
A. Fenstermacher
'5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Overcast
BP No.: 'COM2007-00828
Continuous Inspection: 0
Periodic Inspection: 1>'1
~
Performed inspection on the reinforcing steei for stem wall between lines E and F, from
10.5 to 12.5. Reinforcing steel was checkeo for grade, size, laps, quantities, locations,
ties, supports and ciearance. :,.
Observed the placement of 7.0 cu./yds. of Knife River 4000 psi concrete (Mix 40-1 K) in
areas listed above. Concrete was placed by pump and was mechanically consolidated.
Cast one (1) set offour (4) 4" x 8" concrete test cylinder$. Ian (WBC) was notified of
on-site test resuits: slump 4 1/2"; concrete temperature 67F; air temperature 57F.
Ian was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in,accordance with plans dated
06-28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
~~::/!:1--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield' ,
MLM:jw
RECEIVED
NOV 2 6 Z007
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.'swritten authorization.
7fJJ NW Camel Avenue. Coivallis, Oregon 97330. phone (541) 757-4698, fax (541) 75n991
29540 BAirportRoad' 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
~r... '.
~ytt ~
>t
Page 1 of 1
"~'lh'(ri:lIll'.'~UItlJi.h'!Ci Geotechnical & Construction Services
. Report of Inspection Services
Weldin~/Hi~h-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
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metal-Some Fabrication
Wildish Building Co.
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Shop: 0
Weather;
BPNo.:
11"15-07
2077102
E-18195
C Walpole
01040131
AWS CWI
Field: Ii1I
Overc~~L. _'_
,cc5fiz007-00828
Performed re.inspection on the added clips per SK.FW1 (ref.: detail 6/S606) on columns A19, A20, A21,
A29, A39 and B20. Completed welds were checked for size, length, profile and location.
Fabricator was asked to notify our office when additional services ~re needed.
~i
To the best' of our knowledge, the work checked is in conformanc~ with drawing SK FW1 from Crater Iron
dated 10-29-07 and applicable AWS D1.1 code, except if noted ab,ove.
,.
Reviewed By:
,J( f(#
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 client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, il)formation contained herein shall not' be reproduced in'part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'swri~ten authorization.
750NW 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 (54)) 382-4844. fax (541) 382-4846
. .
~
A,il\~trt,I, '
~y ~J
Page 1 of 1
1.J:1!ill!':.ILIl,':./:llllh'.
Geotechnical & Construction Services
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
PO. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Phase II
3110 Pierce Parkway,
,
Springfield, Oregon
Date:
Project No.:
ReportNo.:
Inspector:
ID No.:
11-14-07
2077102
E-18142
A. Fenstermacher
5258882-49
ICC
Inspection of; Reinforced Concrete
Contractor; Wildish B~ilding Co.
Weather: .Overcast
,
BP No.; '.COM2007-00828
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steei for slab on grade pour-back strip
around perimeter of building, four (4) pad footings on east side and two (2) pad footings
on west side. A preliminary inspection was performed on j 1-13~07 (ref.: FEI report no.
E18115). .
Also, performed inspection on the reinforCing steel for continuous footing between lines
E and F, from 11.5 to 12.5. Reinforcing steel was checked for grade, size, laps,
quantities, locations, ties, supports and clearance.'
Observed the placement of 160.0 cu.lyds. oj Knife River 4000 psi concrete (Mix 40-1 K)
in areas listed above. Concrete. was placed by pump and was mechanically
consolidated. Cast two (2) sets of four (4) 4" x 8" concrete test cylinders. Tony Dean
(WBC) was notified of on-site test results.
Set 1
Slump - 5"
Concrete Temperature - 58F
Air Temperature - 34F
Air Entrainment - 5.5%
Set 2
Slump - 51/2"
Concrete Temperature - 61 F
Air Temperature - 39F
Air Entrainment -5.4%
Mr. Dean 'was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with RFI #49,
plans dated 06"28-07 and applicable workmanship provisions of the I.B.C., except if
noted above.
Reviewed By:
M~~I~~6--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
This report and/or enclosed test data is the confidential property of the client to whom it is addressed' and pertains to the speCifi~
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 FE! Testing & Inspection, Inc.'s written authorization.
7fIJ NW eom"IAvenue' Corvallis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 .
29540 BAirport Road' Eugene, Oregon 97402 . phone (541 )6M.3849' fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 .
%'
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Page 1 of 1
11~'lh'lrt;'W.'~UllfJ!1Ul!
Geotechnical & Construction Services
Daily Field Report
Client: Mr. Jim Thomas Project: LCAFRC Complex f'hase II Date: 11-13-07
Wildish Building Co. 3110 Pierce Parkway Project No.: 2077102
PO. Box 7428 Springfield, Oregon Report No.: E-18115
Eugene, Oregon 97401 Inspector: A. Fenstermacher
10 No.: 5258882-49
ICC
Inspection of: Reinforcing Steel Weather: Partly Cloudy Continuous Inspection: 0
,',' -,,..
'Contractor: Wildish Building Co. BP No.: ,COM2007-00828 Periodic Inspection: Ii1I
-- "
Performed preiiminary inspection on the reinforcing steel for slab on grade pour back
strip around perimeter of building - four (4) pad footings 9n east side and two (2) pad
fOotings on the west side. Reinforcing steel was checked for grade, size, laps,
quantities, locations, ties, supports and clearance. A final inspeCtion will be performed
prior to concrete placement.
Tony Dean (WBC) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with RFI #49,
plans dated 06-28.07 and applicable workmanship provi;;ions of the I.B.C., except if
noted above. ' .
Reviewed By:
;h. 'i. (hf-
Michael L. Meyer
Technical Manager
~
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-maii)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/o.r material evalua!ed. As such, information contained herein shall' not be reproduced in part or full andlor any part
thereof be disclosed .without FEI Testing & Inspection, Inc,'s written authorization.
750 NW Camell 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
~"pp J
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CLIENT
$S
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428 '
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLAcED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 14 SAMPLED
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway'
Springfield, Oregon
B.P. NO. . COM2007'00828
DATE
PROJECT NO.
REPORT NO.
11-13-07
2077102
5511
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
R. Marjama
10-17-07
4" x8"
Knife River
3/4"
10-16_07
6000 psi
6000 psi
2460N5A2MO
Mid-Range
14 TICKET NO. 2321945
680 F YARDAGE 10.0 OF 175.25
500 F' WEATHER Overcast/Rain ,
Tilt panel nos. 1, 2, 3, 4, 48B, 49, 50, 54, 55, 61, 62 an~ 65.
SACKS
CEMENT
6"
10:20 AM
ASTM C31
Panel no: 55.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE 'STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE**
10-23-07 7 12.43 8.6 72600 5840 4:45 PM A
11-13-07 28 12.56 8.6 97500 7760 8:45 AM I A
11-13-07 28 12.56 8.6 101900 8110 7935 8:50 AM I A
Hold I
.. A-Cone B- Cone/Split C-ConeShear D-Shear E-Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.',
Reviewed By: .
/lJ. r.{,&
Michael L~ MeiJ
Technical Manager'
~
c: . Barranline Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
<
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.'swritten authorization. .
750 NW Cornell Avenue' Corvallis, Oregon 97330. phone(541) 757-4698 . fax (541) 757-2991
2954O BAirportRoad' Eugene, 0reg0n97402' phone (541)684-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
95
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11~"llmt:411~'1~:'UIIJIIIlli!I
Geotechnical & Construction Servioos
Corppressive Strength of Concrete
(ASTM C 39)
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
, Springfiel~ Oregon,
B.P. NO. .;~CO_~OQ7:0g.828
DATE
PROJECT NO.
REPORT NO..
11-13-07
2077102
5510
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-16-07
'6000 psi
6000 psi
2460N5A2MO
CAST BY
R. Marjama
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
10-17-07
4" x 8"
Knife River
3/4"
SACKS
CEMENT
Mid-Range
6 TICKET NO. - 2321934
6rF YARDAGE 10.0 OF 175.25
48" F WEATHER OvercasURain
Tilt panel nos. 1" 2,3, 4, 48B, 49, 50, 54, 55, 61, 62 and 65.
6"
8:50 AM
ASTM C31
LOAD 6 SAMPLED
Panel no. 50.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE, STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD ILBSl STRENGTH (PSI) :: (PSI) TEST FRACTURE"
10-23-07 7 12.43 8.5 73700 5930 4:50 PM E
11-13-07 28 12.56 8.6 '104600 8330 8:55 AM D
11-13-07 28 12.56 8.6 107700 8570 8450 9:00 AM A
Hold
.. A-Cone B-ConelSplil C-ConeShear D:Shear E-Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
jJ;.~,~
MichaeIL.'M'e#
Technical Manager
c: Barrantine 8at'es Lee - (a-mail)
kpff Consultin9 En9ineers ~ (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e.mail)
City of Springfield
MLM:jw
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 Test(ng & Inspection, Inc.'s'written authorization.
750 NVV Cornell Avenue. Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 B Arport 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..'mlrt;th\~':l;'IIIJ~1llli!J
CLIENT
-.
5J'
Gcvt."J ,nical & Construction Services
Compressive Strength of Concrete
(ASTM C 39) .
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
11-06-07
11-08-07
11-29-07
11-29-07
AGE
(DAYS)
5
7
28
28
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon, ~
"~-~ ,
B.P. NO. C":::~~2~97-?383Li
11-01-07. CAST BY A. Fenstermacher"
6000 psi (panel): 4000 psi (slab)
6000 psi SACKS
60-KM CEMENT
Mid-Range
1 TICKET NO. 2322217
62' F YARDAGE. 10.75 OF 20.0
410 F WEATHER Overcast ,
"
Shower slab infill near lines 13.5A.3 and tilt-up panel no. 36.
Panel no. 36.
AREA
(IN.')
12.56
12.50
TOTAL
LOAD (LBS)
65000
76800
WEIGHT
(LBS)
8.5
8.6
COMPRESSIVE
STRENGTH (PSI)
5180
6140
.. A - Cone B - Cone/Split C - ConeShear D - She,ar _,IE c Columna;
'.
REMARKS:, Tony Dean (Wild ish Building Co.) was advised of on-site test results:'
Reviewed By:
/4. '-t.0r
Michael'L. Meyer
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:jw'
DATE
PROJECT NO.
REPORT NO.
11-08-07
2077102
5542
11-02-07
4" x 8"
Knife River
3/4"
5"
7:50 AM
ASTM C31
TYPE OF
FRACTURE"
D
B
. .
This report and/or enclosed test data is the confidenUalproperty of the client to whom iris addressed and pertains to the specific
process and/or materia! evaluated. As such, information contained herein shall nofbe reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s',written authorization,
DATE RECEIVED
SPEc;lMEN SIZE
SUPPLIER
MAX SIZE AGG.
'AIR CONTEN'I:
SLUMP
TIME
SPECIMEN STORAGE
"
;1'
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:45 AM
2:40 PM
:1
'I
':1
. 750 NW Correll Avenue. Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757c2991
.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
ss.
11:..'mllt;'lr~'~.l...IIII['iW!
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 13 SAMPLED
10-11-07
6000 psi
6000 psi
2460NA2MO
Mid-Range
13 TICKET NO. 2988256
680 F YARDAGE 10.0 OF
550 F WEATHER Overcast
Tilt-up panels 42 thru 48, 51A, 51 B, 53 and 63.
Panel 44.
PROJECT LCAFRC Complex "
Phase II
3110 Pierce Parkway
, Springfield, Ore90n
B.P. NO. (COM2007-00828
-........r".-" . -'-
DATE
PROJECT NO,
REPORT NO,
11-08-07.
2077102
5497
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
6"
11:00AM
ASTM C31
R. Marjama
10-12-07
4" x 8"
Knife River
3/4"
SACKS
CEMENT
180.75
AVERAGE
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS\ STRENGTH (PSI) (PSI) TEST FRACTURE"
I 10-18-07 7 12.56 8.5 70900 5640 8:05 AM B
I 11-08-07 28 12.50 8.5 92200 7380 2:20 PM C
I 11-08-07 28 12.50 8.5 91700 7340 7360 2:25 PM C
I Hold
.. A.Cone B-ConefSplfl C ~,Cone Shear . O-Shear E-Columl1ar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results,.
Reviewed By:
fJ;o~~
Michael L. Meyer (j
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
This report and/or enclosed'test data is the confidential property of the clien1to 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
~hereof,be disclosed without FEI Testing,& Inspection, Inc.'s written authorization.
750 NW ComelAvenue' Corvallis, 0eg0n97330' phone (541) 7574698 . fax (541) 757-2991
29540 BAirportRoad' Eugene, Oegon 97402. phone (541)584-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846
, "
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II:'" Ilml:4Il'~' ~~ 11111 l'lill!
CLIENT
)>
Geotechnical & Consbuction Services
Flexural Strength of Concrete
(ASTM C 78)
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
EUgene, Oregon 97401
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield,. Oregon '
I - '. "
COOM2007-00828
_0-- '.'.__'__,-,_
BPNO.
DATE CAST
MOR REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-11_07 CAST BY R. Marjama
500 psi
6000 psi SACKS
2460N5A2MO CEMENT
Mid-Range
7 TICKET NO. 2321868
66" F YARDAGE 10.0 OF 180.75
55" F WEATHER Overcast
Tilt-up paneis 42 thru 48, 51A, 51B, 52B 53 and 63.
LOAD 7 SAMPLED
TEST
DATE
I 10-18-07
I 11-08-07
'I 11-08-07
I Hold
Panel 47.
AGE
(DAYS)
7
28
28
AVE.
WIDTH
(IN)
6.01
6.17
6.00
SPAN
(IN)
18.00
18.00
18.00
TOTAL LOAD
(LBSl
6790
9045
9025
AVE.
DEPTH
(IN)
602
6.04
5.98
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results. )1
Reviewed By:
A . 'A'-1Ju.,
Michael L. Mey{(
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:jw
DATE
PROJECT NO.
REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
MODULUS OF
RUPTURE
(PSI)
560
720
760
11-08-07
2077102
5498
10-12-07
6" x 6" x 22"
Knife River
3/4"
53/4"
1 0:05 AM
ASTM C31
AVERAGE
STRENGTH
(PSI)
740
This report and/or enclosed test data is the confidential property of the client to whClm it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall no~ be reproduced in part or full and/or any pari
th~reof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
820 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541 ) i57 -4698 . fax (541) 757-7650
29540 B Airport Road' Eugene, Oregon 97402 . phone (541) 684-3849 'fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54,1) 382-4844. fax (541) 382-4846
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~7 ~
If~"!?[tI:"'ll~1~: 1f11JU41ilJ
CLIENT
ss
Geotechnicai & Construction Services
Compressive Strength of Concrete
(ASTM C39)
Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield,.Oregon '
B.P. NO. ['~2?07:?~~~;
DATE
PROJECT NO.
REPORT NO.
11"08-07
2077102
5496
10-11-07 CAST BY R. Marjama ;' DATE' RECEIVED 10-12-07
6000 psi SPECIMEN SIZE 4" x 8"
6000 psi SACKS SUPPLIER Knife River
2460NA2MO CEMENT MAX SIZE AGG. 3/4"
Mid-Range AIR CONTENT
2 TICKET NO. 2321861 SLUMP 7"
680 F YARDAGE 10.0 OF 180.75 TIME 8:35 AM
47" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Tilt-up panels 42 thru 48, 51A,51B, 53 and 63.
Panel 53. .
AVERAGE
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE '. STRENGTH TIM E OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE**
10-18-07 7 12.56 8.5 62900 5010 8:00 AM B
11-08-07 28 12.50 8.5 91600 7330 q 2:10 PM B
11-08-07 28 12.50 8.5 90300 7220 "I 7275 2:15 PM C
Hold
.. A-Cone B-Cone/Splil C-ConeShear D Shear i.E-COlumnar
REMARKS: Tony Dean.(Wildish Building Co.) was advised of on-site test results;
Reviewed By:
ea~~'M~
Tec~nital Manag~r
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM:jw
This reportand/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process andlor material evaluat~d. As such, information contained herein shall not be reproduced .in part or full and/or any pa'rt
thereof ~e disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7ffJ NW ComellAvenue' 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 (54)) 382-4844. fax (541) 382-4846
A'pp.
~7rt.
~"hl\':.i:lllI]~
CLIENT
$S
Geotechnical & Cohstruclion ServiCES
Con')Pressive Strength of Concrete
. (ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
I
3110 Pierce Parkway
Springfield, Oregon
B.P. NO. rCOM200?:00il?s-
DATE
PROJECT NO.
REPORT NO.
11-07_07
2077102
5538
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 6 SAMPLED
CAST BY
R. Marjama
10-31-07
4" x 8"
Knife River
3/4"
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP 51/2"
TIME 8:45 AM
SPECIMEN STORAGE ASTM C31
Tilt.up p~nel nos. 38, 39, .40, 41,64, 5, 6, 7, 8, 10,56,
10-30-07
6000 psi
6000 psi
2460N5A2MO
Mid-Range
6 TICKET NO. 2322137
650 F YARDAGE 10.25 OF
520 F WEATHER Overcast
Slab on grade lines E to B.5 and 11.5 to 12.5.
58, 33, 35.
Panel no. 39.
SACKS
CEMENT
240.0
, .
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results:
Reviewed By:
!h. 'i. /}J--
Michael L. Meyer _
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:jw
This report and/or enclosed test da'ta is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or mat~rial evaluated. As such, information contained herein shall~nD:t be reproduced in part orJull and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc:~ written authorization.
750 NW ComellAvenue' Corvallis, O'egon97330' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3649 . fax (541) 684-3851
63050 Corporate. Place, Suite 2. Bend, Oregon 97701 . phone (54)) 382-4844. fax (541) 382-4846
'~,'" pPJ-
.~ "IIp._
...7, ~
11~'llmt:'h\~'~Ullll[U
CLIENT
s-s
GeoteChnical & Construction SeIVice5
Co~pressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O.,Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION.
LOAD 18 SAMPLED
PROJECT LCAFRC Complex
Phase II
.3110 Pierce Parkway
Springfield,. Ore90n.
._'.."';...... .... ,.," -' '. ,";
B.P. NO. L 9QM]0,07,00828. '
DATE
PROJECT NO.
REPORT NO.
11-07-07
2077102
5539
1O-30~07 CAST BY R. Marjama DATE RECEIVED 10-31-07
6000 psi SPECIMEN SIZE 4" x 8"
6000 psi SACKS SUPPLIER Knife River
2460N5A2MO CEMENT MAX SIZE AGG. 3/4"
Mid-Range AIR CONTENT
18 TICKET NO. 2989021 ,i SLUMP 5"
68" F YARDAGE 10.25 OF 240.0 TIME 11'45AM
54" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Slab on grade lines E to B.5 and 11.5 to 12.5., Tilt-up ~ianel nos. 38, 39, 40, 41, 64, 5, 6, 7, 8, 10, 56,
58,"33,35.
Panel no. 10.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS)_ STRENGTH [PSI) (PSI) TEST FRACTURE**
11-02-07 3 12.50 8.5 56300 4500 I 4:30 PM 0
11-07-07 8 12.43 8.5 71200 5730 I 8:00 AM 0
11-27-07 28
11-27-07 28 I
,
.. A-Cone B-ConelSplit C-ConeShear D-Shear E Columnar
REMARKS: Tony Dean (Wildish Building Co.) was advised of on"site test results.',
Reviewed By: J'
(J;,YJ1.~' ~.
Michael L. ~:y~Z1""'--
Technical Manag~r
c:, Barrantine Bates Lee ~ (e.mail)
kpff Consulting Engineers - (e-mail)
Oregon MilltaryDept. - (e-mail)
Knife River --' (e-mail)
City of Springfield
MLM:jw
This report and/or enclosed lest data is the confidential property of the client to whom itis addressed and pertains to the specitic
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 y.ritten authorization.
750 NVV ComEJIAvenue' 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) 382-4846
.;i
#~"p ~
~#tt~
11:"'llml;'h\.'~:lIIIJI'-lt1!!I
CLIENT
,
I
S's:
,
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Buildin9 Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
11-06-07
11-08-07
11-29-07
11-29-07
/,'.
';1/
I;J;'AGE
'(DAYS)
5
7
28
28
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Sprin9field, Oregon
B.P. NO. @QM206~-oo~~~
11-01-07 CAST BY A. Fenstermacher
6000 psi (panel): 4000 psi (slab)
6000 psi SACKS
60-KM CEMENT
Mid-Range
1 TICKET NO. 2322217
62' F YARDAGE 10.75 OF 20.0
41' F WEATHER Overcast
Shower slab infill near lines 13.5A.3 and tilt-up panel no. 36.
Panel no. 36.
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.5
TOTAL
LOAD (LBS)
65000
COMPRESSIVE
STRENGTH (PSI) ,
5180
.. A - Cone B - Cone/Split C. Cone Shear 0 - Shear E - Columnar
REMARKS: Tony Dean (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
;?r;~"X'. ~,_
Michael L. Meyer (J -:-
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:jw
DATE
PROJECT NO.
REPORT NO.
11-06-07
2077102
5542
11-02-07
4" x 8"
Knife River
314"
5"
7:50 AM
ASTM C31
TYPE OF
FRACTURE"
D
I
I
I
This report andfor 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 shall not be reproduced in part or fult andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc:~ written authorization.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
8:45AM
I
I
7fIJ NVV Camell Avenue' Corvalls, Oregon 97330, phone (541) 757-4698. fax(541) 757-2991
29540 BAirportRoad' Eugere, 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
A1I~PPj
~ytt'
5C;
~
Page 1 of i
.1~'lh'Il'f:"II'.'~~'IUh'lIlll! Geoted1nical & Construction Services
iReport of Inspection Services
Weldin~/High-Strength Boltin!:L
Client: Mr. Jim Thomas
Wildish Buiiding Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex!1
Phase II
3110 Pierce Parkway
Springfield, Orego~
"
Date:
Project No.:,'
Report No.:
Inspector:
ID No.:
Inspection of:
Fabricator or Erector:
Contractor:
Fabrication Welding
Crater Iron
Wildish Building Co.
.Shop: Ii1I
Weather:
BP No.:
11-05-07
2077102
E-18022
L. Postier
06120541
AWS CWI
Field: 0
Inside _,
...--N. ~..,.w,.~..---..-.___
~0~7~q082~j
Performed visual inspectio~ on the following structural steel components: beams 86C, (2) 87A, 87C, (2)
88B and tube steel braces 91A and 91C. Completed welds were checked for size, length, profile and
location. " :"
Fabricator was asked to notify our office when' additional services kre needed.
,
To the best of our knowledge, the work che'cked is in conforma~ce with shop drawings dated 08-28-07
and applicable AWS D1.1 code, except if noted above.
Reviewed By:
~/M--
Dale A. 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 client towh~m it fs addressed and pertains to the specific
proce'ss 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 ComellAvenue . Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540B 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 j 382-4846
."pp,
~~"lt-
~y ~;
-'
Ss_
~11;4h\.~\I~llllliIll1!I
Geotechnical & Construction Servioos
Flexural Strength of Concrete
(ASTM C 78)
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
DATE CAST
MOR REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 6 SAMPLED
10-30-07
500 psi
6000 psi
2460N5A2MO
, MidcRange
6 TICKET NO. 2322137
65" F YARDAGE 10.75 OF
52" F WEATHER Overcast
Tilt-up panel nos. 38, 39, 40, 41, 5, 6, 7, 8, 10, 56, 58, 33, 35.
to 12.5. . I
Panel. no. 39.
PROJECT LCAFRC Complex
Phase Ii
3110 Pierce Parkway
Sprin9field, Oregon
BP NO. \'COM200'7=00828-?
-".--.-.-" -
DATE
PROJECT NO.
REPORT NO.
11-02-07
2077102
5537
CAST BY
R. Marjama
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP 5 1/4"
TIME 8:45 AM
SPECIMEN STORAGE ASTM C31
Slab on grade -line B.5 to E, from 11.5
10-31-07
6" x 6"x 22"
Knife River
SACKS
CEMENT
3/4"
AVE. AVE. MODULUS OF AVERAGE
TEST AGE WIDTH DEPTH SPAN TOTAL LOAD RUPTURE STRENGTH
DATE (DAYS) (IN) (IN) (IN) (UBS) (PSI) (PSI)
11-02-07 3 6.23 6.05 18.00 7660 600
11-06-07 7
11-27-07 28
11-27-07 28
REMARKS: Tony Dean (Wildish Building Co:) was advised of on-site test results.
Reviewed By:
/h .';(.~
Michael L. Meyl,
Technical Manager
c: Barrantine Bates Lee - (e.mail)
kpff Consuiting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River- (e-mail)
City of Springfield
MLM:jw
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'~e reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, .Inc.'s written authorization.
820 NW Camell AVenue . Corvallis, Oregon 97330, phone(541) 757-4698 . fax (541) 757-7650
.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
----
!
5'5 "
....... .
.'\ 'IIlt-
....'1 ~.
Geotechnical & Cons1ruction Services
Flexural Strength of Concrete
(ASTM C 78)
.1:"llm';'h'~'~~'IIIJl'U1!
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield,_Or,ggon
r-~~"'" " - . '
. COM2007-00828
,-- - ',"
DATE
PROJECT NO.
REPORT NO.
11-01-07
2077102
5527
BPNO.
DATE CAST 10-25-07 CAST BY A. Fenstermacher DATE RECEIVED 10-26-07
MOR REQUIRED 500 psi SPECIMEN SIZE 6" x 6"x 22"
STRENGTH PLACED 6000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 60-KSR CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Mid-Range AIR CONTENT
LOAD NO. 4 TICKET NO. 2322072 SLUMP 5 3/4"
CONCRETE TEMP 630 F YARDAGE 10.0 OF 185.0 TIME 8:10 AM
AIR TEMP 3rF WEATHER Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Tilt-up panel nos. 9, 11, 12, 13, 30, 31, 32, 34, 37, 57,59 and 60. Perimeter footings on line E, from
11.5 to 12.5.
LOAD 4 SAMPLED Panel 11.
TEST
DATE
11-01:07
11-22-07
11-22-07
Hold
AGE
(DAYS)
7
28
28
. AVE.
WIDTH
(IN)
6.05
AVE.
DEPTH
(IN)
6:06
SPAN
(IN)
18.00
TOTAL LOAD
(LBS)
7870
MODULUS OF
RUPTURE
(PSI)
640
AVERAGE
STRENGTH
(PSI)
I
I
REMARKS: Tony Dean (Wildish Building Co.) was advised of on-site test results.
. Reviewed By:
rA'~'0r-
Michael L. Meyer
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:jw
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, Inco's written authorization.
820NW ComeilAvenue' Corvallis, Oregon 97330 . phone (541) 757-4698, fax (541) 757-76ffJ
29540 B Airport Road' Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
630ffJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846