HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-12-11
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Compressive Strength of Concrete
IASTM 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
TEST
DATE
12-11-09
01-01-10
01-01-10
Hold
AGE
(DAYS)
7
28
28
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
BPNO.
2008-00225
12-04-09 CAST BY 0, Delatte DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
2440KIUOKS CEMENT MAX SIZE AGG,
Super; Eclipse; AEA AIR CONTENT
1 TICKET NO. 3501354 SLUMP
56' F YARDAGE 10,0 OF 20,0 TIME
33' F WEATHER Overcast SPECIMEN STORAGE
Water settle channel; (our (4) slabs at elevation 588,50 in north half of filter basin,
Slabs.
AREA
(IN.')
12,56
WEIGHT
(LBSl
8,52
TOTAL
LOAD (LBS)
60935
COM PRESSIVE
STRENGTHIPSIl
4850
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
4:10PM
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
.. 1- End Cones 2 - ConefSplil 3 _ Columnar 4 _ Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bOttom)
Reviewed By;
;Jt, '7(,~______
Michael L. MeyP
Technical Manager
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
12-11-09
2087168
6789
12-05-09
4" x8"
Knife River
3/4"
4.7%
5"
9:45 AM
ASTM C 31
TYPE OF
FRACTURE"
5
This report andlor enclosed test data is the confidential property of the client to lNhom 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 t#J Cornell Avenue' Corvallis, Oregon 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, Suile 3 . Bend, Oregon 97701 . phone (541) 3824844 ' fax (541) 382-4846
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Page 1 of 1
1II.~'I~lllr.'.'.ll~I...llh'JIIIllWlI
G,.,,;.,-'; . .;...,J & Constn.di:Jn Servires
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 12.11.09
500E, 4th Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24766
Inspector: A. Fenstermacher
10 No.: 5258882-49
ICC
Inspection of: Reinforcing Steel Weather: Showers Continuous Inspection: 0
Contractor: Wildish Building, Co, BP No.: 2008-00225 Periodic Inspection: Ii:!
Performed preliminary inspection on the reinforcing steel for filter building center upper
walkway; two (2) gullet channel slabs; settled water channel wall; weir box walls,
Reinforcing steel was checked for size, grade, 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 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
'~~@~n~~~
1 DEe J 6 2009
. J.
(l1,'i,~
Michael L Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (emall)
OBEC- Pete Slocum (email)
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 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.
7ffJ w-J Canal A~' CavaItis, C\'eg:Jl97330' p'u1e(541) 757-4698' fax(541) 757-2991
29540 B Aipa1 Road ' EUJE'fi!, C\'eg:Jl 97402 ' phcre (541)684J849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 3824844 ,fax (541) 3824846
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"."",.".,.."'",."..,,, _ G.,.....;d:, ~ & Construdi:Jn ~
EWEB
500E. 4~ 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
TEST
DATE
12-09-09
12-30-09
12-30-09
Hold
AGE
(DAYS)
7
28
28
Compressive Strength of Concrete
IASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO,
12-09-09
2087168
6783
BPNO.
2008-00225
12-02-09 CAST BY D. Delatte DATE RECEIVED 12-03-09
4000 psi SPECIMEN SIZE 4' x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG. 3/4"
Super; Eclipse; AEA AIR CONTENT 4,5%
1 TICKET NO. 3501305 SLUMP 71/2"
58" F YARDAGE 10,0 OF 30,0 TIME 9:40 AM
36" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
Four (4) gullet walls in the east half of filter basin; four (4) slabs at elevation 588,5 in the south half of
filter basin,
South slabs,
AREA
/IN.'l
12.56
TOTAL
LOAD (LBS\
53210
COMPRESSIVE
STRENGTH (PSIl
4240
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
7 :50 AM
TYPE OF
FRACTUREH
5
WEIGHT
(LBS)
8,45
REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results,
.. 1- End Cones 2 - Cone/Split 3. Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointe(t top or bOttom)
Reviewed By:
ti~e~,r::r--
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wild ish Building Co.- Jake Stucky (email)
City of Springfield
Knife River
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 shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Ine,'s written authorization.
7f{) tf'N Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698 'fax(541)757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849' fax(541)684.J851
62979 NE Plateau Drive, Su~e 3, Bend, Oregon 97701, phone (541) 382-4844 'fax(541)382-4846
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Page 1 of 1
~~ii",~~r.'.' .,llr.';lIUItIJl 1l!!I'\'~
<X.vW . .:..cJ & Ca1stru::fun Servioas
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-07 & 08-09
500E. 4th Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24734
Inspector: 0, Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforcing Steel Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building Co, BP No.: 2008-00225 Periodic Inspection: 0
Performed preliminary reinforcing steel inspection for column and center wall under'
stop gate in the center of weir box, three (3) walls for weir box and the east wall of
settle water channel along the top of east wall of filter basin, Reinforcing steel was
checked for grade, size, lap, placement, quantities and clearance, Reinforcing steel
was secured, Final inspection will be performed prior to concrete placement.
To the best of our knowledge, the in-progress work inspected was in accordance with
plans dated 0212008, print dated 06-04-09 (reinforcing around block out at wall under
stop gate) and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
(JJ. '7(,~__
Michael L'Me'
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (em ail)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
MLM:sc
ThiS report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FE1 Testing & Inspection, lnc.'s 'M"itten authorization.
7fiJ NN CareIIAvenue' CavaIis, Oegoo 97330, rrone(541) 757-4008 . fax (541) 757~1
29540 B Aipcrt Road . Eugt31El, Oegon 974<Y2 ' rrone (541) 684-3849. fax (541) 684J851
62979 NE Plateau Drive, Suite 3 'Bend, Oregon 97701. phone (541) 382-4844, fax (541) 3824846
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Page 1 of 1
1II.~nlllr.;'.ll~I:'\I.it'lr.I\.a
~\ .;.,.,J & ConsUtdKx1 Servres
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-04-09
500E. 41h Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24710
Inspector: D. Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building BPNo.: 2008-00225 Periodic Inspection: 0
Performed final inspection on the reinforcing steel for four (4) slabs at elevation 588,50
in the north half of filter basin and settle water channel at the filter basin, Preliminary
reinforcing steel inspection was performed by our office on 12-01-09 and 12-03-09 (ref:
FEI reports E-24674 and E-24708).
Observed the placement of 20,0 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) for areas noted above, Concrete was placed by pump and was
mechanically consolidated. Cast one (1) set of four (4)4" x 8" concrete test cylinders
from load 1, Load 1: slump - 5"; air temperature - 33F; concrete temperature - 56F;
air content - 4,7%,
Jake Stucky (Wildish) was advised of the on-site test results,
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:
(17. '-;(,~
Michael L. 'Met
Technical Manager
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
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full andfor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
700 MN CctneI Aveooe ' CavaIis, 0ep197330 ' phct1e (541) 757-4006' fax (541) 757-2991
29540 BAipcJt Road . Eugene, 0ep1 97402 . ~ (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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Page 1 of 1
.".,lllllh.;,..llitllUMn.lh"
~. ~ & Construcfun SelVires
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-03-09
500E. 4th Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24708
Inspector: D. Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforcing Steel Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building Co, BPNo.: 2008-00225 Periodic Inspection: Iil
Performed preliminary reinforcing steel inspection for settle water channel along the top
outside of east wall of filter basin. Reinforcing steel' was checked for grade, size, lap,
placement, quantities and clearance. Reinforcing steel was secured, Final inspection
will be performed prior to concrete placement.
To the best of our knowledge, the in-progress 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:
jh,'i.~
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEe. Pete Slocum (ernail)
Wildish Building Co.- Kevin Fitzjarrell (ernail)
Wildish Building Co,- Jake Stucky (ern ail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process 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.
700 NN Canal A"IffW' CavaIis, 0eg:x197330' Jhre(541) 757-4008' fax (541) 757-2991
29540 B Ai!xJ1 RoOO . El.gi1E!, 0eg:x1 97402 . Jhre (541) 684-3849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 ' phone (541) 3824844 . fax (541) 382-4846
\1L
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Page 1 of 1
IIlUi'llIurl;'.f\"I~"'hlJ\.I\I"
~ , .:caJ & Constnrlon Servires
Daily Field Report
Client: EWES Project: Hayden Bridge Water Filtration Date: 12-02-09
500E. 4th Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24691
Inspector: 0, Delatte
IDNo.: 1080867-88
ICC
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Wi/dish Sui/ding BPNo.: 2008-00225 Periodic Inspection: 0
Performed final inspection on the reinforcing steel for four (4) slabs at elevation 588,50
in the south half of filter basin and four (4) gullet walls in the east half of filter basin,
Preliminary reinforcing steel inspection was performed by our office on 12-01-09 (ref:
FEI report E-24674),
Observed the placement of 30.0 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) for areas noted above, Concrete was placed by pump and was
mechanically consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders
from load 1, Load 1: slump - 7 1/2"; air temperature - 36F; concrete temperature -
58F; air content - 4,5%,
Jake Stucky (Wildish) and Mike Stickling (EWES) were advised of the on-site test
results,
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:
,1JJ . '1.~
Michael ~, Mter
Technical Manager
c:
EWES- Mike Stickling (email)
EWES- Wally McCullough (email)
OSEC- Pete Slocum (email)
Wi/dish Bui/ding Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
MLM:ld
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 and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
7fIJ NN CaneII Averue ' CavaIIis, 0egxI97nl'1X1coe (541) 757-4ml' fax (541) 757-2991
29540 B Aipat RcaJ . Eugene, 0egxI 97402 '1X1coe (541)684-J849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 ,Bend, Oregon 97701. phone (541) 3824844 . fax (541) 382-4846
l~fEJ
.t~'lIl~U'l;.rf~'m.llllff.l\'l" c;.....~L;..':""'01 & Orstruibn ~
CLIENT EWEB
500E. 4th Ave,
Eugene, Oregon 97440
PROJECT
BPNO,
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
11-04-09 CAST BY
4000 psi
4000 psi SACKS
40-SE7 CEMENT
AEA; Super; Eclipse
1 TICKET NO,
64'F YARDAGE
58' F WEATHER
Two (2) inter tie tunnel walls,
~
Compressive Strength of Concrete
IASTM C 39)
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
12-02-09
2087168
6744
11-05-09
4" x8"
Knife River
3/4"
3,6%
41/2"
1;40 PM
ASTM C 31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN,') (LBS) LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE"
11-11.09 7 12,56 8,52 53840 4290 11;55AM 2
12-02-09 28 12.56 8,50 ng85 5810 1;20 PM 3
12-02.09 28 12.56 8,50 73800 5880 5845 1;30 PM 3
Hold
"1.EndCones 2-ConefSplit 3-Columnar 4-Oiagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom)
2008-00225
D. Delatte
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
3500818
4,0 OF
Overcast
4.0
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
Reviewed By;
/J1, ~Ilr-
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wild ish Builc!ing Co,- Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 I'm CamelI Avenue' Cotvallis, Oregon 97330, phone (541)7574698'fax (541)757-2991
29540 BAirport Road' Eugene, Oregon 97402' phone(541)~9' fax (541) 6!l4.;J851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 3824644 . fax (541) 382-4846
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Page 1 of 1
112r.'III/lrt;.fI''''1jj~'II'n.I\'l''
~ . ;..,j & Cor1strIxfun SeM:es
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-01-09
500E, 41h Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24674
Inspector: D, Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforcing Steel Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building Co, BPNo.: 2008-00225 Periodic Inspection: 0
Performed preliminary reinforcing steel inspection for all remaining slab at elevation
588,50, four (4) gullet walls on east side of the filter basin, Reinforcing steel was
checked for grade, size, lap, placement, quantities and clearance, Reinforcing steel
was secured, Final inspection will be performed prior to concrete placement.
To the best of our knowledge, the in-progress 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:
I},. 't.1Ly--
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (em ail)
OBEC- Pete Slocum (em ail)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wi/dish Building Co,, Jake Stucky (em ail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, infonnation contained herein shall not be reproduced in part or full andler any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
7'3J toM! Corel AV<nJe' CavaIis, o"gcn97330' ptu1e (541) 757-4698 'fax(541) 757-2991
29540 B Aipat Read . Eugere, ~ 97402 ' p'1cre (541) 684-3849 . fax (541 )684-J851
62979 NE Plateau Drive, Suite 3' Bend, Oregon 97701' phone (541) 3824844 'fax(541)3824846
EWEB
500E. 4th Ave,
Eugene, Oregon 97440
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.'! (LBSI LOAD (LBSI STRENGTH (PSI)
11-09-09 7 12.56 8.45 56590 4510
11-30-09 28 12.56 8,50 72810 5800
11-30-09 28 12.56 8,50 68900 5490
Hold
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'1:l.'f)I~Ir.;.,~~'1U'IIWn.n:ll!l
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
~
(,-.AnfFrlv1irn1 [I, ('.cy,,;jndm SP.i'vir=
Compressive Strength of Concrete
IASTM C 39\
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO,
11-30-09
2087168
6736
BPNO,
2008-00225
11-02-09 CAST BY A. Fenstermacher DATE RECEIVED 11-03-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG, 3/4"
Super: Eclipse: AEA AIR CONTENT 4.6%
1 TICKET NO. 3500736 SLUMP 8"
63" F YARDAGE 9,0 OF 18,0 TIME 10:10 AM
48" F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C 31
Filter building: east half of suspended slabs above 24" FWIBW pipes and center suspended
walkway, west side,
From suspended walkway.
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
7:35 AM
4:10 PM
4:15 PM
TYPE OF
FRAcTURE-
3
4
5
5645
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:
fJ7. ~ fAy-
Michaell. Meyer
Technical Manager
D ~~~U~~ n
DEe 1 0 2009 U
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
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shalf not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inco's 'Mitten authorization.
750 WoJ ComellAvenue' Corvallis, Oregoo 97330. phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402, phone (541) 684-3849 . fax (541)68<h'l851
62979 NE Plateau Drive, Suite 3 . Bend, Oregoo 97701 . phone (541) 382-4844 . fax (541) 382-4846
~
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Page 1 of 1
11"'lr!lrl';"III,..'1l1a'IIII~.ml!l
~ " .:vaJ & Constn.xfun Servres
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 11-24-09
500E. 4th Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24636
Inspector: A. Fenstermacher
ID No.: 5258882-49
ICC
Inspection of: Reinforcing Steel Weather: Clear Continuous Inspection: 0
Contractor: Wildish Building CO. BPNo.: 2008-00225 Periodic Inspection: 0
Performed preliminary inspection on the reinforcing steel for 9" walls in east half of the
filter ouilding, Reinforcing steel was checked for grade, size, laps, quantities, locations,
ties, clearance and supports. Note: upper 4'.5' of wall was not yet completed and
will need to be checked prior to concrete placement.
Jake Stucky (Wildish) was advised of the on-site ooservations,
To the oest of our knowledge, the work in.progress was in accordance with plans dated
02/2008 and applicaole workmanship provisions of the I.B,C" except if noted aoove.
Reviewed By:
;1;. %~
Michael L. Meyer
Technical Manager
fD)~~~D~~'
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EWEB- Mike Stickling (email)
EWES- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such. information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization.
7ffi NN CcrneI AI/fnJe' CavaIis, 0regcr197nl' phme (541) 757-4698' fax (541) 757-2001
29540 BAipat RmJ . ELJga1El, 0regcr197402 ' phme (541) 684-3849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701, phone (541) 382-4844 'fax(541)3824846