HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-4-10
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Geotechnical & Conslruclion Servires .
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
i'
LCAFRC Complex" Phase II
. Operations Maintenance Shop
3110 Pierce Parkw~y
Springfieid, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
06-12"08
2077102
E-20339
R. Marjama
5235029-X4
ICC
Inspection of: Masonry
Contractor: Wildish Building Co.'
Weather: Clear.
BP No.: ,. COM2008-00052
Continuous Inspection: 0
Periodic Inspection: 0
:1
Performed final inspection on the reinforcing steel in the 8:' CMU walls on line 8.6; from
. I . .
A to C and on 9, from A to C in middle portion of walls (approximately 27'4" to peak of
roof at 33'4"). Reinforcing steel was checked for grade, size, lap, placement and
clearance. Cells were relatively clean and free of excessive mortarprojections..
i .
,
Observed the placement of approximately, 1 cu.lyd. of Eugene Sand and Gravel 2500
psi grout (Mix 312531 ):. Grout was placed by pUfnP and was' mechanically
consolidated. All cells' were fully grouted in one lift. Grout slump :1:9"; grout
temperature 639F; air temperature 72F. Ii'
Jim Haines (Haines Bros. Masonry) was asked to notify our office' when additional
services are needed.
To the best of ou(knowledge, the work inspected was in:1accordance with plans dated
.10-29-07 and applicable workmanship provisions of the I.B.C., except If noted above.
Reviewed By:
Ih .--;(.~
Michael L: Meyer
Technical Manager
c: Barrantine Bates Lee - (e-m,ail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
.1
This report and/orenclosed test data is the confidential property of the client to wh~m ifis add~essed and pertains to the specific
processand/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEITesting & Inspection, Ine;'s: written authorization.
7fiJ NN ComeIIAvenue' CclIvaIiis, Oregon 97330. phone (541) 757-4698 . fax (541) 757-2991
. 29540 BAirportRoad, Eugene, Oregon 97402 . phone(541)~ .fax(541)684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (54"1) 382-4844 . fax (541) 382-4846
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Geotechnical & Construclion Servires
11;"'II~lrf;.lI~~'liI;'llll~UL!I
Client:
Mr. Jim Thomas
Wildish Building Co. .
P.O. Box 7428
Eugene, Oregon 97401
~
LCA RC Complex' Phase II
Operations Maintenance Shop
3110 Pierce Parkway
Springfield, Oregon
Inspection of: Masonry
Contractor: Wildish' Building Co.
Weather: Overcast. _. .
BP No.: IC?02g08-00052
f'i
Page 1 of 1
Daily Field Report
Da :
oject No.:
Report No.:
Inspector:
IDNo.:
06-03-08
2077102
E.20231 .
D. Delatte
1080867-84
ICC
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel in the 8" CMU walls on line 8:6 and 9,
between A 'and C (18'0" to 22'8"). Reiriforcing steel was,checked for grade, size, lap,
placement and clearance. Cells were relatively clean arid free of excessive mortar
projections. '
Observed the placement of 6.0 cu.lyds. of Eugene Sand and Gravel 2500 psi (2000 psi
required) grout (Mix' 312531). Grout was placed by Rump and was mechanically
consolidated. Walls were grouted solid. Grout slump :1:8"; grout temperature 70F; air
temperature 54F.' "
Jim Haines (Haines Bros. Masonry) 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 and applicable workmanship provisions of the I.B.C., except if noted above.
~ . 'I
Reviewed By:
fJJ.x,~
Michael L. Me/Z-
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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7fiJ NN ComeIIAvenue .CorvaDis, Oregon 97330, phone (541) 757-4698, fax (541)757-2991
29540 BAirpatRoad. Eugene, Oregon 97402, phone (541)684J849 'fax(541)684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 382-4846
. . 1
RECEIVED
JUN 1 0 Z008
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Page 1 of 1
11:r.'lltlrf;.yI~~'\j;'II'Ji.I"
Geotechnical & Construc1ion Servires
Daily Field Report
Client:
. Mr. Jim Thomas'
. Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
,
LCAFRC Complex, Phase II
Operations Maintenance Shop
3110 Pierce Parklf1(ay
Springfield"Oregon
Date:
Project No.:
Report No.:
. Inspector:
10 No.:
05-30-08
2077102
E-20197
R. Marjama
5235029-X4
ICC
Inspection of: Masonry
Contractor: Wildish Building Co.
Weather: Par:t1y..Cloudy. , . l .
BP No.: (COM2008-QQ05?
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel in the 8'; eMU walls on iine A, from 8
to 9, on C, from 8 to 9, on 9, from Ato C, and on '8.6, .from A to C (12'8" to 18'0").
'3einforcing steel was checked for grade, size, lap, placement and clearance. 'Cells
were relatively clean and free of excessive mortar pr6jectio,ns.
Observed the placement of 10.0 cu./yds. of Eugene Sand and Gravel 2500 psi grout
(Mix 312531). Grout was placed by pump and was mechanically consolidated. Ail cells
were fully grouted in one lift. Grout slump :1:9"; grout temperature 75F; air temperature
64F. "
Jim Haines (Haines Bros. Masonry) was asked to notify our office when additional
services are needed.
.,
To the best of our knowledge, the work inspect~d was in:!accordance with plans dated
10-29-07 and applicable workmanship provisions of the I.El.C., except if noted above.
Reviewed By:
l1~e~ /}:;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 wh9m it is address'ed 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.
7fiJ NN CanE>J Avenue' CoIvaIIis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540BAirportRoad' Eugene, Oregon 97402 . phor1El(541)~ . fax (541)684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (54,1) 382-4844 . fax (541) 382-4846
"
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1""""'4""'''"i1''.'0LI1I Geotechnical & Cons1nx:lion Services
~
Compressive strength of Masonry Prisms
ASTM C 1314
05-13-08
05-14-08
HOLLOW
1500
ASTM C1314
8" CMU walls on line A, from 8 to 9, on 9: from A to C"on C, from 8 to 9 (top of slab to 40") and on line 8.6,
from A to C (top of slab to 4'0").
CLIENT
PROJECT LCAFRC Complex Phase II
Operations Maintenance Shop
31'10 Pierce Parkway
Spring~,_Ore90n
BP NO. : COM2008-00052
DATE
PROJECT NO.
REPORT NO.
Mr. Jim ,Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
c.._______,._<._~
DATE CONSTRUCTED
DATE GROUTED
SOLID XX'
DESIGN (F'M)
SPECIMEN STORAGE
LOCATION
DATE RECEIVED
PRISM 1.0.
TIME
WEATHER/TEMP.
FEI REP.
R. Ma~ama
MORTAR: PSIITYPE 1800 psifType S
SAND
CEMENT
LIME
OTHER
, TEMP.
SOURCE/I.D. Spec Mix! Bagged
GROUT: PSI
AGG. SIZE
CEMENT
ADDITIVE
SLUMP
TEMP.
SOURCE/I.D.
TICKET NO.
05-22-08
2077102
5875
05-15-08
8" x 8" x 16" Smooth Face
1:50 PM
Partly Cloudy/70"
2500 psi
3/8"
f:9"
71"
ESG/Mix 312531
60003334
SPECIMEN SPECIMEN SPECIMEN. NET CROSS- COMPRESSIVE AVERAGE
TEST AGE HEIGHT LENGTH WIDTH SECTIONAL TOTAL STRENGTH STRENGTH
DATE (DAYS) (IN.) (IN.) (IN.) AREA (IN.'! LOAD (LBS) (PSI) (PSI)
05-22-08 8 16.00 7.625 8.50 64.81 .176600 2720
06-11-08 28
06-11-08 28
REMARKS: Jim Haines (Haines Bros. Masonry) was advised of. on-site test results.
Reviewed By:
JJJ . '/,.~ -----
Michael L. Me~erU
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consuitin9 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 reproauced in part or full andlor any part
thereof be disclosed without FEI Testing & ,Inspection, Inc.'s written authorization.
7fiJ NN CanelI Avenue' CoIvaIls, 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 ,
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Geotechnical & Construction Servic:.es
11:"lftl~;~I~..,:t:..rl'Jl'.mlJl
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
LCAFRC Complex Phase II
Operations Maintenance Shop
3110 Pierce Parkway
Springfield, Oregon
Project:
Inspection of: Masonry
Contractor: Wildish Building Co.
Weather: Overgast
BP No.: (COM2008-00052
51"
Page 1 of 1
Daily Field Report
Date:
Project No.:
Report No.:
Inspector:
10 No.:
05-21-08
2077102
E-20077
R. Marjama
5235029-X4
ICC
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel in the 8" CMU walls on line A, from 8
to 9, on 9, from A to Cand on 8.6, from A to C (8'0" to 12'8"). Reinforcing steel was
checked for grade, size, lap, placement and clearance. C(llls were relatively clean and
free of excessive mortar projections.
Observed the placement of 9.0 cu.lyds. of Eugene Sand and Gravel 2500 psi grout
(Mix 312531). Grout was placed by pump and was mechanically consolidated. All cells
were fully grouted in one lift. Grout slump :1:9"; grout temperature 68F; air temperature
52F. .
Jim Haines (Haines Bros. Masonry) was asked to notify our office when additional
services are needed.
To the best of our knowledge, the work inspected was in accordance with pians dated
10-29-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By.
t!~~t f:t;;--
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Depl. - (e-maii)
City of Springfield
MLM:jw
This report and/or enclosed test data is the cO!lfidential property of the client to whom it is addressed and pertainstothe 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 authorizatio.n.
7fiJ NN CanelIAvenue' CoIvaIls, Oregon 97330, phone (541) 7574598. fax (541) 757-2991
29540 B Aifpo;t 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
0'
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Page 1 of 1
,':"lImi;4Ihl.,:nIUII,I.IUI
Geotechnical & 0:Jnstrucli0n Servires
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex Phase ,II
Operations Maintei'nance Shop
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:.
05-20-08
2077102
E-20055
R. Marjama
5235029-X4
ICC
Inspection of: Masonry
Contractor: Wild ish Building Co.
Weather: Overcast/Ught Rain
BP No.: 'COM2008-00052
\ , .--~-
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel in the 8" CMU walls on line A, from 8
to 9, on 9, from A to C (40" to 8'0") and online 8.6r from A to C (4'0" to 8'8").
Reinforcing steel was checked for grade, size, lap, plac'ement and clearance. Cells
were relatively clean and free of excessive mortar projections.
. .
. ij
'I
Observed the placement of 9.0 cu.lyds. of Eugene Sand and Gravel 2500 psi grout
(Mix 312531). Grout was placed by pump and was mechanically consolidated. All cells
were fully grouted in one lift. Grout slump :1:9"; grout temperature 71 F; air temperature
6tF. .
Jim Haines (Haines Bros. Masonry) 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
1 0729-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
M~a~~
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, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FE1 Testing & Inspection, Inc.'s: writte-n authorization.
7fiJ NNCanellAvenue' CoIvaIlis, Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991
29540 BAirport 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
g
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Page 1 of 1
11:tk'lltltl;"I~"':iI:'II.J\'.h'ltJ
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
Operations Maintenance Shop
. 3110 Pierce Parkv'{ay
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
05-12-08
2077102
E-19959
D. Delatte
1080867-88
ICC
Inspection of: Epoxy Dowels
Contractor: Wildish Building Co.
Weather: Clear
BP No.: [~()M2008-00052
Continuous Inspection: 0
Periodic Inspection: 0
Performed continuous inspection during theinstaliation of #5 vertical dowels at 16" on
center on line 8.7, fro'm A to C for CMU wali to slab on grade .connection for new
addition to operation maintenan,ce building. Prior to installation, the predrilled holes
were cleaned with a brush and compressed air. Verified minimum embedment depth
of 6". Dowels were secured with Hilti Hit Hy 150 Max epoxy (ICC ESR 1967, expiration
date 07-08). '
Tony Dean (WBC) was notified of on-site observation and 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.~.C., except if noted above.
Reviewed By:
jJJ.~.~
Michael L. Meyer
Technical Manager
c: Barrantine Bates Lee - (e"mail)
kpff Consulting Engineers - (e-maii)
Oregon Military Dept. - (eCmail)
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential property of the client to wh6m it is addressed and pertains tathe 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.i~ written authorization.
7fiJ NN ComeIIAvenue' CoIvaIlis, 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
ii
Compressive Strength of Concrete
I .
. (ASTM C 39)
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<k.,~c...:',,1icaI & Cohsb'uction Servires
.1~'llllfl;41~':fI.II'IIII1IH.
CLIENT
PROJECT LCAFRC Complex -'Phase II
Operations Maintenance Shop
3110 Pierce Parkway
Sprin9field, Oregon ;:
---_.-,
B.P. NO. ,COM2008~00052
\.. '-
DATE
PROJECT NO.
REPORT NO.
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
~
05-01-08
2077102
5806
DATE CAST 04-03-08 CAST BY A. Fenstermacher DATE RECEIVED 04-04-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 314068 CEMENT MAX SIZE AGG. 3/4"
ADDIT1VES Hot Water AIR CONTENT
LOAD NO. 2 TICKET NO. 60001744 SLUMP 51/2'
CONCRETE TEMP 640F YARDAGE 11.0 OF 75:0 TIME 7:30 AM
AIR TEMP 34"F WEATHER Clear :1 SPECIMEN STORAGE ASTM C31
POUR LOCATION OMS buildin9 slab on grade.
LOAD 2 SAMPLED Along west side, approximately 15' south of north side.:
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) tiN.') (LBS) LOAD lLBSI STRENGTHlPSI)
04-10-08 7 12.50 8.7 44900 3590
05-01-08 28 12.56 8.7 64300 5120
05-01-08 28 12.56 8.7 65000 5180
Hold
AVERAGE
STRENGTH
lPSI)
TIME OF
TEST
12:20 PM
8:35 AM
8:40 AM
5150
.. 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:
!!L~ ~1!:Jr-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Sprin9field .
MLM:jw
TYPE OF
FRACTURE-
D
D
D
This report and/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 r<<itlen authorizatio'.1.
7fiJ NN CarlaJAvenue' CavaIIis, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phCre (541) f384!3a49 . fax (541 )684-J851.
630fiJ Corporate Piace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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11:il'lIflet;41hi~, In..II'I~.Ulll'
a
Geotechnical & ConstIudiln Servires
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 2 SAMPLED
TEST
DATE
04-10-08
05-01-08
05-01-08
Hold
AGE
(DAYS)
7
28
28.
PROJECT LCAFRC Complex -; Phase il
Operations Mainten~nce Shop
3110 Pierce Parkway
Springfield, Ore90n .,
B.P. NO. ,COM2008-0005i'
,
DATE
PROJECT NO.
REPORT NO.
CAST BY
04-03-08
4000 psi
4000 psi
. 314068
Hot Water
2 TICKET NO.
64"F YARDAGE
34'F WEATHER
OMS building slab on grade.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
A. Fenstermacher"
SACKS
CEMENT
60001744
11.0 OF
Clear
i
75.0
Along west side, approximately 15' south of north side,
WEIGHT
(LBS)
8.7 I
I
I
I
COMPRESSIVE "
STRENGTH (PSI)'
3590 I~ I
,I
"I
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
12:20 PM
AREA
(IN.')
12.50
TOTAL ,
LOAD (LEiS)
44900 I
I
I
.. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: Ian (Wildish Building Co.) was advised of on-site test results.
Reviewed By:
Ih . ~ /k...._
Michael L. ~eye/l-
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
04-10-08
2077102
5806
04-04-08
4"x8"
Knife River
.3/4"
. 5 1/2"
7:30 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 not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, lnco's written authorization.
7fiJ NN CarlaJAvenue' CoIvaIIis, Oregon 97330, phme (541) 757-4698 'fax(541) 757-2991
29540 BAirpat Road . Eugene, Oregon 97402 . phme (541) 684J849. fax (541 )684-J851
630fiJ Corporate Place, Suite 2. Bend, Oregon 97701 . phone (54:1) 382-4844 . fax (541) 382-4846