HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-7-21
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Page 1 of 1
lI;'lml";tlJ~"~~.IIII~'ImI
Geotechnical & Construction Services
Daily Field Report
Client:
EWEB
500E, 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No.:
Report No,:
,Inspector:
ID No.~
07-21-09
2087168
E,23427
A. Fenstermacher
5258882-49
ICC
:A'Sl \-\-<>>-iden f>~ 120\..
Inspection of: Reinforced Concrete
Contractor: Wild ish Building Co,
Weather: Clear
,BP ~ C26o~-00225 ,
Continuous'lnspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel for remaining filter building slabs on,
grade and entry slabs at north and south entrances to coagulant building. A preliminary
inspection was performed on 07-20,09 (ref: FEI report E-23405),
Observed the placement of 74,0 yards of Knife River 4000 psi concrete (40-SE7) into
areas noted above, Concrete was placed by pump and was mecha'nically
consolidated, Cast one (1) set of four (4) 4" x 8" compressive strength cylinders,
Notified Jake Stucky (Wildlsh) of the on-site test results, Slump - 7"; concrete
temperature - 79F; air temperature - 67F; air content - 3,5%,
Mr, Stucky 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
02/2008 and applicable workmanship provisions of the LB,C" except If noted above,
Reviewed By:
11.c;('~
Michael L Meyer
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 Spiingfield '
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.
7ffJ rw ComeI AVfflue' Cavalls, O'egon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Rood . Eugene,O'egon 97402, p'Jone(541)684J849' fax (541)684J851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541)3824844' fax (541) 382-4846
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11~'ml",:.I~lio'~;'IIIJ/lI!llI' r ~ J;tA~.III;C81 & O::nlStnJOOn Services
Compressive Strength of Concrete
(ASTM 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
07-21-09
08-11,09
08.11-09
Hold
AGE
(DAYS)
7
28
28
PROJECT Hayden Bridge Water
Filtration Plant Expansion
?>~~-, l-\O.~~nt~~,~re~.
, BP NO,,_ 2008-00225
DATE
PROJECT NO.
REPORT NO,
07-21-09
2087168
6531
07-14-09 ' CAST BY. D, Delatte DATE RECEIVED 07-15-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
AEA, Super AIR CONTENT 3,5%
1 TICKET NO, 3444628 SLUMP 7 1/4"
72" F YARDAGE 10,0 OF 51,0 TIME 6:30 AM
, 53" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
Northeast, southeast and center west slab on 9rade sections for filter basins, Catch basin pit slab at alum
truck unloadin9 pad,
Southeast slab section,
AREA
(IN.'!
12,56
WEIGHT
(LBS)
8,52
COMPRESSIVE
STRENGTH (PSIl
4660
AVERAGE
STRENGTH
(PSIl
TYPE OF
FRACTURE--
2
TIME OF
TEST
1:00 PM
TOTAL
LOAD (LBS)
58495
REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results,
.. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagon~1 5- Side (top or bottom) 6 - Side (pointed top or bottom) .
Reviewed By:
/h .~.IAu,~
Michael L, M~ye/'
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (em ail)
Wildish Building Co,- Kevin Fitzjarrell (emaii)
Wild ish 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 shall not be reproduced in part orfulland/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) 684-3849 , fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
~t..t~
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REc,EIVED
JUl 24 2009
~
Page 1 of 1
11r..'llflrt;"II~':.'~III'I~.m.
Geotechnical & Construction Servires
Daily Field Report
Client:
EWEB
500E: 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
ID No.:
07-20-09
2087168
E-23405
A, Fenstermacher
5258882-49
ICC
?f15'1 \\o.\{tleV\ tOncLr- ect . .
Inspection of: Reinforcing Steel
Contractor: Wildish Building Co,
Weather: Clear.
BP-IliQ,,:~ =-2008,00225
Continuous Inspection: D
Periodic Inspection: 0
Performed preliminary inspection on the reinforcing steel for final three (3) of six (6)
sections of slab on grade with thickened edge for filter basins, and north and south
entrance slabs for coagulant building, Reinforcing steel was checked for size, grade,
laps, quantities, locations, ties, clearance and supports, A final inspection will be
performed prior to concrete placement.
Jake Stucky (Wildish) 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
02/2008 and applicable workmanship provisions of the LB,C" except if noted above,
Reviewed By:
(!h':(};-
Technical Manager
c:
EWEB- Mike Stickling (em ail)
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 FEI Testing & Inspection, Inc.'s written authorization.
7EIJ NVV CcmeII Avenue' Caval6s, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991
29540 Bi"JIpal Road, Eugene, Oregon 97402 'phone(541)684-3849' fax (541)684-3851
62979 NE Piateau Drive, Suite 3, Bend, Oregon 97701, phone (541) 3824844 'fax(541)382-4846
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11~'1II1rt;tI~~'~~'IIII~.IH.
RECEIVED
JUL 1,7 2009
Page 1 of 1
<Xu;"~ " ,ical & Construction Servires
Daily Field Report
Client:
EWEB
500E, 41h Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
07-14-09
2087168
E-23365
D, Delatte
1080867-88
ICC
. '5\61 ~OJ.jo\en ~ncUt eeL
Inspection of: Reinforced Concrete
Contractor: ' Wildish Building Co,
W.ell.t,l:1er: Overcast
BP No.: 2008-00225
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel for three (3) of six (6) sections of slab
on grade with thickened edge for filter basins: northeast, southeast and center west
section of slab, Preliminary reinforcing steel inspection was performed on 07-09,09 (ref:
FEI report E-23345),
Observed the placement of 51,0 yards of Knife River 4000 psi concrete (mix
2440K1 UOKS) into slab noted above, Concrete was placed by pump and was
mechanically consolidated, Cast one (1) set of four (4) .'I" x 8" concrete test cylinders
from load 1, Slump - 7 1/4"; air temperature ~ 53F; concrete temperature - 72F; air
content - 3,5%, '
Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test
results and were 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
02/2008 and applicable workmanship provisions of the LB,C" except if noted above,
Reviewed By:
A.~~
Michael L' Meter
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 (em ail)
City of Springfield '
MLM:sc
This report andfor 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 Of full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written,authorization.
700 rw ComeIIAvenue' CorvaI~s, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402, phone (541) 68<h3849 'fax(541)684-3851 ,
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 3824844 ' fax (541) 382-4846
~ftl
RECEIVED
JUL 13 7.009
~
Page 1 of 1
11~'II~'(I'I;.iI~"'~~'lllJtlll~I"
Geotechnical & Construction Services
Daily Field Report
Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
ID No.:
EWEB
500E, 41h Ave,
Eugene, Oregon
~511-\D..'\0M\ ~y\~ M.
07-09-09
2087168
E-23345
D, Delatte
1080867-88
ICC
Inspection of: Reinforcing steel
Contractor: Wild ish Building
Weather: Overcast
BP No.:, _ ,2008-00225
Continuous Inspection: 0
Periodic Inspection: 0
Performed preliminary reinforcing steel inspection for slab on grade with thickened
areas for filter basins and new wall in flume from filter #N1 to filter #S5, Reinforcing
steel was checked for grade, 'size, lap, placement and clearance, Reinforcing steel
was secured and supported above grade, Final inspection of reinforcing steel will be
done prior to concrete placement '
To,the best of our knowledge, the work in-progress inspected was in accordance with
plans dated 02/2008 and applicable workmanship provisions of the LB,C" except if
noted above, '
Reviewea By:
;h.~~
Michael L Meier
Technical Manager
c:
EWEB- Mike Stickling (email)
EWES- Wally McCullough (email)
OBEC- Pete Slocum (email) .
Wiidish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield - ). /J"fiiiJIJr
MLM:sc
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 & Inspection, Inc.'s written authorization.-
7fJJ WI Comeil Avenue' CorvaI~, Oregon 97330, pha1e (541) 757-4698, fax (541) 757-2991
. 29540 BAirportRoad' Eugene, Oregon 97402, phone(541)684J849 'fax(541)684-3851
62979 NE Plateau Drive. Suite 3 'Bend, Oregon 97701, phone (541) 3824844 'fax(541)3824846
RECEIVED
JUL 1 3 2009
'~~
L.~"" ~,
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'1r.'mlrt;4IIhl~'rI~'IlIJ~.IHII ('~nia:ll & C..onstrudior1 Ser'VicEs
Compressive. Strength of Concrete
'ASTM C 39)
CLIENT
EWEB
500E, 4'0 Ave,
Eugene, Oregon 97440
PROJECT Hayden Bridge Water
Filtration Piant Expansion
3~S1 ~d~nt~t Orego~,
'BP NOJ :209-8-0022<;r
DATE
PROJECT NO,
REPORT. NO,
07,08-09
2087168
6490
DATE'CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION'
06-10-09 CAST BY A, Fenstermacher DATE RECEIVED 6-11-09
4000 psi SPECIMEN SIZE 4" x 8" ,
4000 psi ' SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse AIR CONTENT 3,0%
,2 TICKET NO. 3354654 SLUMP 8"
71' F YARDAGE 10,0 OF 50,0 TIME 9:00 AM
62' F WEATHER Overcast 'SPECIMEN STORAGE ASTM C 31
Fiiter building lower slab (elevation 578,50) and Filter building weir box slab at south end,
LOAD 2 SAMPLED
North side of weir box,
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF
DATE (DAYSI (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE"
06-17-09 7 12,56 8,51 59390 4730 8:35 AM 5
07-08,09 28 12.56 8,51 71200 5670 1:45AM 2
07'08-09 28 12,56 8,53 70160 5590 5630 I 1:50AM 2
Hold I
"1-EndCones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(loporbollom) 6-Side (poinled lop orbotlom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
, Reviewed By:
Ih. ~, I~-----
Michael L. Mey/:
Technical Manager
c:
EWEB- Mike Stickling (emaii)
EWEB- Wally McCullough '(email)
OBEC- Pete Slocum (emaii)
Wildish Building Co,, Kevin Fitzjarrell (emaii)
Wildish 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, 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) 7574698 ' fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402, phone (541)684-3849 'fax (541) 684-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phorie (541) 382464'1" fax (541) 3824846
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RECEIVED
JUl 2 4 2009
Compressive Strength of Concrete
lASTM C 39)
~
11~'lm~:4II~.'W~IIIIJ~.m. c:.....l~.-.. J ..1irnl & lA1nstrudion Services
CLIENT
EWEB
500E. 4'h Ave,
Eugene, Oregon 97440
PROJECT Hayden Bridge Water
Filtration Plant Expansion
I1Q I '^'."'. Sl'ringfield, Oregon
~ ,51 """'I'"""-n 6rl~ eo.
BP NO, . -2008-00225
DATE
PROJECT NO,
REPORT NO,
07-17-09
2087168
6503
,DATE CAST 06-19,09 CAST BY A. Fenstermacher DATE RECEIVED 06,20-09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 40-SE7 CEMENT MAX SIZE AGG, 3/4"
ADDITIVES Super; Eclipse AIR CONTENT *3.4%
LOAD NO, 2 TICKET NO, 3354784 SLUMP 71/2"
CONCRETE TEMP 78" F YARDAGE 9,0 OF 43,0 TIME 1:30 PM
AIR TEMP 69" F WEATHER Partly Sunny SPECIMEN STORAGE ASTM C 31
POUR LOCATION Filter building and weir box walis,
LOAD 2 SAMPLED 1" lift at south end of filter building wall,
TEST, AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN,') (LBS) LOAD (LBS) STRENGTH (PSI)
06-26-09 7 12.56 8,63 60380 4810
07-17-09 28 12,56 8,59 82505 6570
07-17-09 28 12,56 8,54 84555 6490
Hold
AVERAGE
STRENGTH
(PSI!
6530
TIME OF
TEST
9:35 AM
9:50 AM
9:55 AM
TYPE OF
FRACTURE"
2
2
3
.'1- End Cones 2 - Cone/Split 3- Columnar 4- Diagonal 5- Side (top orbotlom) 6 -Side (pointed lop or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test resuits,
. Supplied by Knife River QC,
Reviewed By: .
j11 ,'-1(,~
Michael L. Meyer
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 Springfieid
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 Shbll not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Jnspecti(~m, 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-J849 , fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
~
~
(~ftl
11:r."lNrt;"I~~~ WIIIIIU.m.
Geotechnical & ('.nn.<>fnJdion Servires
Compressive Strength of Concrete
lASTM C 39)
CLIENT
EWEB '
500E. 4th Ave,
Eugene, Oregon 97440
PROJECT Hayden Bridge Water
Filtration Plant Expansion
11.-.. Sprin~eJ~?regon
?!\'5'l ~~ ~ ~.
BP NO.~ " 2008-00225
DATE'
PROJECT NO,
REPORT NO.
07-03.09
2087168
6485
DATE CAST 06-05-09 CAST BY D, Delatte DATE RECEIVED 06-06-09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 2440KIUOKS CEMENT MAX,SIZE AGG, 3/4"
ADDITIVES Super! Eclipse AIR CONTENT 3.5%
LOAD NO, 1 TICKET NO, 3440488 SLUMP 51/2"
CONCRETE TEMP 700 F YARDAGE 5,0 OF 5,0 TIME 9:40 AM
AIR TEMP 6rF WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION 54" diameter raw water penetration wall at contact basin north riser box'
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI)
06-12-09 7 12,56 8,50 57020 4540
07-03-09 28 12,56 8,55 75790 6030
07-03-09 28 12,56 8,55 73100 5820
Hold
AVERAGE
STRENGTH
(PSI)
5925
TIME OF
TEST
8:35 AM
10:40 AM
10:45 AM
TYPE OF
FRACTURE-
3
3
3
.. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
Reviewed By:
Ilr -I. ~
Michael L ~e4
Technical ~anager
c:
EWEB, Mike Stickling (email)
EWEB, Wally McCullough (email)
OBEC- Pete Slocum (emaii)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield .
Knife River
RSC'e.\\J'e.\)
\\\\. \) ~ 1\)\\~
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 and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 r-NV 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
62979 NE Piateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4644 ' fax (541) 382-4646
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11:"II~l~;.I\\"'lI~.llfJ~.I~I. Geotechnical & Constructinn ~~
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAM PLED
'TEST
OATE
06-26.09
07.17-09
07-17,09
Hold
. AGE
'(DAYS)
7
28
28
PROJECT
3951
BPNO,
CAST BY
06-19-09
4000 psi
4000 psi
40-SE7
Super; Eclipse
2 TICKET NO.
78"F YARDAGE
69" F WEATHER
Filter building and weir box walls,
SACKS
CEMENT
1" lift at south end of filter building wall.
AREA
(IN,')
12,56
WEIGHT
(LBS)
8,63
TOTAL
LOAD (LBS)
60380
t::~
Compressive Strength of Concrete
IASTM C 39\
Hayden Bridge Water
Filtratipn Plant Expansion
Springfield, Oregon
Ho.>.t*" 6ri~
- 2608-00225-~
A, Fenstermacher
3354784
9,0 OF 43,0
Partly Sunny
COMPRESSIVE
STRENGTH (PSI)
4810
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
9:35 AM
EWEB
500E, 4'h Ave,
Eugene, Oregon 97440
.. , _ End Cones 2 - Cone/Split 3 . Columnar 4 - Diagonal 5 - Side (lOp or bottom) 6 - Side (pointed top or bottom)
REMARKS: Jake Stucky (Wild ish) was advised of on-site test results,
. Supplied by Knife River OC,
Reviewed By:
fJ;. -{.~----
Michael L,"Mey(,{
Technical Manager
c:
EWEB- Mike Stickling (emaii)
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
06-26,09
2087168
6503.
06-20-09
4" x 8"
Knife River
314"
*3.4%
7112"
1:30 PM
ASTM C 31
TYPE OF
FRACTURP'
2
RECEIVED
JUL 0 2 7009
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 futl andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330' phone (541) 7574698, fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402, phone (541) 684-3849, fax (541) 684-3851
62979 NE Plateau Drive, Su~e 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 3824646
rt
Sf;)
.:
"
Page 1 of 1
11:"II~lrt:tl~Il'~~'IIII~.I/l.
Geotechnical & Construdion Servires
Daily Field Report
Client:
EWEB
500E, 41h Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
06-19-09
2087168
E-23201
A, Fenstermacher
5258882-49
ICC
3Q5'1 \1cuj cl.en ~r\C4t- Qcl.
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co,
Weather, Partly Sunny
BP-N9,:- _2008,00225 '
Continuous Inspection: 0
Periodic Inspection: Iii
Performed final inspection on the reinforcing steel for Filter Buildin9 and weir box walls, A
preliminary inspection was performed on 06-17-09 (ref: FEI report E-23177),
Observed the placement of 43,0 yards of Knife River 4000 psi concrete (mix 40-SE7) into'
areas noted above, Concrete was placed by pump and was mechanically consolidated,
Cast one (1) set of four (4) 4" x 8" compressive strength cylinders, Notified Jake Stucky
(Wildish) of the on-site results, Slump - 7 1/2"; concrete temperature - 78F; air
temperature - 69F; air content - 3.4% (air test performed by Knife River QC),
Mr, Stucky 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
02/2008 and applicable workmanship provisions of the LB,C" except if noted above,
Reviewed By:
;JJ. '( Il;
Michael L Meyer
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 (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, 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.
RECEIVED
JUN 2 6 lnm
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