HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-9-11
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
09,11,09
1 0,02,09
10,02,09
Hold
AGE
(DAYS)
7
28
28
Reviewed By:
jJ;.-;(.~ --
Michael l. ~eyer
Technical Manager
~
Compressive Strength of Concrete
fASTM C 39\
PROJECT
~'Y)
BP NO.
Hayden Bridge Water
Filtration Plant Expansion
\ \ . SpringfieW, O.regon
11C>..'--ICt-( V\ ~ ncl<t- [( \,
2008-00225
EWEB
500E. 41h Ave.
Eugene, Oregon 97440
DATE
PROJECT NO.
REPORT NO.
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
D, Delatte
09-04-09
4000 psi
4000 psi
2440KIUOKS
AEA; Super
1 TICKET NO, 3443062
72. F YARDAGE 9,0 OF
55' F WEATHER Overcast
The south section on west wall of filter basin,
SACKS
CEMENT
18.0
Bottom half of wall.
AREA
(IN.')
12,56
WEIGHT
(LBS)
8,30
COM PRESSIVE
STRENGTH (PSI)
4840
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
9:10AM
TOTAL
LOAD (LBS)
60840
..1- End Cones 2. Cone/Splil 3 - Columnar 4 - Diagonal 5 - Side (lop or bottom) 6 - Side (pointed top or boltom)
c:
EWEB, Mike Stickling (email)
EWEB, Wally McCullough (email)
OBEC, Pete Slocum (email)
Wildish Building Co,, Kevin Fitzjarrell (em ail)
Wildish Building Co,, Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
09,11-09
2087168
6641
09,05,09
4" x8"
Knife River
3/4"
5.1%
6"
7:30 AM
ASTM C 31
TYPE OF
FRACTURE'.
5
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, Inc.'s written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4698 . fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402, phone (541) 68<hl849 . fax (541) 684-3851
62979 NE Plateau Drive, Suite 3. Bend, Oregon 97701. phone (541) 382-4644 'fax(541)382-4846
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Compressive Strength of Concrete
IASTM C 39\
1'"lllflll""'lml""iW!I _ Geotechnical & Conslru(;;!pl ~
CLIENT
EWEB
500E. 4"' Ave.
Eugene, Oregon 97440
PROJECT Hayden Bridge Water
Filtration Plant Expansion
i') nc:.. r1 \ \ ~pringfil\ld. Oregon
:nv I nO-\jCH'V\ bY1ClCr Q.tl.
BP NO. 2008,00225
DATE
PROJECT NO.
REPORT NO.
09-10-09
2087168
6590
DATE CAST 08,13,09 CAST BY D. Delatte DATE RECEIVED 08,14,09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8-
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 2440KIVOKS CEMENT MAX SIZE AGG, 3/4"
ADDITIVES Super; Eclipse: Air AIR CONTENT 4,2%
LOAD NO. 1 TICKET NO. 3442258 SLUMP 61/4"
CONCRETE TEMP 76. F YARDAGE 10,0 OF 10.0 TIME 8:40 AM
AIR TEMP 64" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION Slab on grade for FTW pump base,
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN'l (LBS) LOAD (LBS) STRENGTH (PSIl
08,20-09 7 12.56 8.52 62405 4970
09-10-09 28 12.56 8,57 83110 6620
09,10,09 28 12,56 8.48 82980 6610
Hold
AVERAGE
STRENGTH
(PSI)
6615
TIM E OF
TEST
12:05 PM
9:30 AM
9:35 AM
TYPE OF
FRACTURE-
2
5
4
.. ,_ End Cones 2. Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lOp or bottom) 6 - Side (pointed top or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on,site test results.
Reviewed By:
fJ1.7(.~__
Michael L. Meyl
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC, Pete Slocum (email)
Wildish Building Co.' Kevin Filzjarrell (email)
Wildish Building Co,, Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
This report and/or enclosed test data is the confidential property of the clienllo '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.
750 f>.roN CamelI Avenue' Corvallis, v'c~v,. 9733O. phone (541) 757-4698 . fax (541) 757-2991
29540 BAirport Road. Eugene. Oregon 97402, phone (541) 684-3849 . fax (541)684-3851
62979 NE Plateau Drive. Suite 3, Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846
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Compressive Strength of Concrete
lASTM C 39)
EWEB
500E. 4th Ave,
Eugene, Oregon 97440
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
JC\'fl
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO.
I \ Sp'ring!ie!d, Oregon n -.I REPORT NO.
Ho.\ 1M f) b n ct tj \<--C',
2008,00225
09,09,09
2087168
6587
PROJECT
BPNO.
08,12,09 CAST BY A. Fenstennacher DATE RECEIVED 08,13-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40,SE7 CEMENT MAX SIZE AGG. 314"
Super; Eclipse: AEA AIR CONTENT 3.3%
1 TICKET NO. 3442226 SLUMP 7"
790F YARDAGE 10.0 OF 30,0+ TIME 11:00AM
77. F WEATHER Partly sunny SPECIMEN STORAGE ASTM C 31
Flume: north section 0,40' elevated slab, 40',80' elevated slab and walls; south section 80"120'
elevated slab and wall; center section of west wall (approximately 22' long) for fiiter basin
(ftg. to bottom of roof)
l"lift in filter wall.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYSI (IN.') (LBS\ LOAD (LBS\ STRENGTH (PSIl (PSI) TEST FRACTURE..
08-19-09 7 12.56 8.53 55985 I 4460 12:25 PM 5
09-09,09 28 12,56 8.61 74145 I 5900 1:15 PM 5
09-09,09 28 12.56 8.56 78455 I 6250 6075 1:20 PM 2
Hold I
- 1. End Cones 2.ConelSplil 3 - Cotul1Ylar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed lop or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on,site test results,
Reviewed By:
(ja~~'~
Technical Manager
c:
EWEB, Mike Stickling (email)
EWEB, Wally McCullough (emall)
OBEC, Pete Slocum (email)
Wild ish Building Co.' Kevin Fltzjarrell (email)
Wild ish Building Co,, Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
;f
,..
~
/6' '<
~'
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.
750 t#J ComeIIAvenue' Corvailis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402, phone (541)~9' fax (541)684-3851
62979 NE Plateau Drive. Su~e 3 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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Compressive Strength of Concrete
lASTM C 39\
EWEB
500E, 4th Ave.
Eugene, Oregon 97440
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
DATE
09,04,09
09,25,09
09,25,09
Hold
AGE
(DAYS)
7
28
28
Reviewed By:
M~~I~ ~i!:r-
Technical Manager
PROJECT
DATE
PROJECT NO.
REPORT NO.
~'3r')
BPNO.
Hayden Bridge Water
Filtration Plant Expansion
\-\Q~(\eg;e'd~~(I~Q M.
2008,002250
08,28,09
4000 psi
CAST BY
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
EWEB
SACKS
CEMENT
TICKET NO.
YARDAGE
WEATHER
Section of wall in existing flume,
OF
AREA
(IN.')
12,56
TOTAl.
LOAD (LBS)
48430
COM PRESSIVE
STRENGTH (PSI)
3860
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
10:20 AM
WEIGHT
(LBSI
8.47
.. ,_ End Cones 2 - Cone/Split 3. tolumnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed lop or bottom)
c:
EWEB- Mike Stickling (email)
EWEB, Wally McCullough (email)
OBEC, Pete Slocum (email)
Wildish Building Co.' Kevin Fitzjarrell (email)
Wildish Building Co.- Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
09,04,09
2087168
6621
08,29,09
4" x8"
Knife River
314-
ASTM C 31
TYPE OF
FRACTURE'.
5
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 fuU andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7fIJ t-NV Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4098 . fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402' phone (541)68<h1849 . fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
09,02,09
09,23,09
09,23,09
Hold
AGE
(DAYS)
7
28
28
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Compressive Strength of Concrete
lASTM C 39\
PROJECT
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO.
\\o-~&~' b~ ~~EPORT NO,
2008,00225
EWEB
500E. 4~ Ave.
Eugene, Oregon 97440
'6C\'::f)
BPNO.
08,26-09 CAST BY A, Fenstermacher
4000 psi
4000 psi SACKS
40,SE7 CEMENT
Super; Eclipse; AEA
1 TICKET NO. 3442746
840 F YARDAGE 6,5 OF 16.0
750 F WEATHER Clear
Filter building center wall, west half.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
1st lift,
AREA
/IN.')
12,56
WEIGHT
(LBS)
8.55
COMPRESSIVE
STRENGTH (PSI)
4240
AVERAGE
STRENGTH
(PSll
TIME OF
TEST
11:55AM
TOTAL
LOAD (LBS)
53215
REMARKS: Jake Stucky (Wildish) was advised of on,site test results,
.. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom)
Reviewed By:
A . '/.Ik.._____
Michael L. '~e"r
Technical Manager
c:
EWEB, Mike Stickling (email)
EWEB- Wally McCullough (emai/)
OBEC, Pete Stocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wi/dish Building Co.' Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
09,02,09
2087168
6616
08-27,09
4"x8"
Knife River
3/4"
3,5%
61/2"
1:00 PM
ASTM C 31
TYPE OF
FRACTURE"
5
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, Inco's written authorization.
7fIJ t-NV Cornell Avenue' Co<vallis, Oregon 97330, phone (541) 757-4698 'fax(541) 757-2991
29540 B Airport Road . Eugene. Oregon 97402, phone (541)6&h3849 . fax(541)~51
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 3824846
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Page 1 of 1
1i'.:"'nl\lr.,'.II~I:'Uhl"\.I\'I"
~\ .;caJ & CcnsIru:fun SeIvices
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 09,01-09
500E, 41h Ave. Plant Expansion Project No.: 2087168
Eugene" Oregon Springfield, Oregon Report No.: E-23805
Inspector: A. Fenstermacher
l-\C>>/c\fV\ e:,nc\-~- ojlNO.: 5258882-49
~~~'1 ICC
Inspection of: Reinforcing Steel Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building BP No.: 2008-00225 Periodic Inspection: 0
Performed preliminary inspection on the reinforcing steel for filter building west wall,
south section (slab to bottom of roof), Reinforcing steel was checked for grade, size,
laps, quantities, locations, ties, clearance and supports. A final inspection will be
performed prior to concrete placement.
To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B,C., except if noted above.
Reviewed By:
/Jt.c,(~
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC, Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (em ail)
Wildish Building Co.- Jake Stucky (email)
City of Springfield
MLM:sc
r
"
SEP 1 0 7nnQ
This report and/or enclosed test data is the confidential property of the client to lNilom it is addressed and pertains to the specific
process andlor 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, lnc.'s written authorization.
7m WI CaneI A"IfrW' CavaIIis, 0e[p19T.nl' ph:re (541) 757-4698 . fax (541) 757,2991
29540 B AipCJt RaJj . Eugene, 0'et;p197402' p'n1e (541) 684-3849' fax (541) 684-3851
62979 NE Plateau Drive, Suije 3, Bend, Oregon 97701. phone (541)382-4844 . fax (541) 382-4846
~e..
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Page 1 of 1
~1:.'''IIIr.';'.n~l~l'II'111llU!l
Gcv;.".,,; . .;....; & Calstrudion SeI\oioas
Daily Field Report
Client:
EWEB
500E. 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration Date:
Plant Expansion Project No.:
Springfield, Oregon Report No.:
. (') J Inspector:
~q51 HCA\{CleY) IjYlcl~ K{,\,ID No.:
08-25-09
2087168
E-23733
A. Fenstermacher
5258882,49
ICC
Inspection of: Epoxy Dowels
Contractor: Wildish Building
Weather: Clear
BP No.: 2008,00225
Continuous Inspection: 0
Periodic Inspection: 0
Performed continuous inspection during the installation of #5 x 1 '-6" horizontal dowels
in filter building as follows: fifteen (15) at south wall tie-in to existing building; fourteen
(14) at north wall tie-in to existing building; forty-two (42) at suspended slab tie-in to
existing building. Prior to installation, the predrilled holes were cleaned with
compressed air and a brush. Verified minimum embedment depth of 6", Dowels were
secured with Epcon A7 (ICC, ES ESR 5560/ expiration date 07-13-10).
Also, performed preliminary inspection on the reinforcing steel for filter building center
wall (slab to bottom of roof), Reinforcing steel was checked for grade, size, laps,
quantities, locations, ties, clearance and supports. A final inspection will be performed
prior to concrete placement.
To the best of our knowledge, the work inspected was in accordance with plans dated
0212008, engineer's em ail dated 08-19-09 and applicable workmanship provisions of
the I.B,C., except if noted above.
Reviewed By:
~::I!r-
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OSEC, Pete Slocum (em ail)
Wildish Building Co.' Kevin Fitzjarrell (email)
Wildish Building CO,- Jake Stucky (email)
City of Springfield
MLM: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, infonnation contained herein shalt not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, loc.'s written authorization.
7ffJ w-I Cane! AVf'fre' Cava'is, Oeg:J197330' ~(541) 757-4698, fax (541)757-2991
29540 B Aipat Rood . Eugere, 0eg:J197402 . ~ (541) 6!l4J849. fax (541) 684J851
62979 NE Plateau Drive, Su~e3' Bend, Oregon 97701, phone (541) 382-4844 . fax (541) 382-4846 SEP 0 3 7nn~