HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-5-15
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Ocv;c<:,; " ,~ & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
1!2l.'llfl";41Ii'...':n'II'H.I~l.
CLIENT
EWEB
500E. 4th Ave,
Eugene, Oregon 97440
PROJECT Hayden Bridge Water
Filtration Plant Expansion
, Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
05-15-09
2087168
6430
B.P,NO.
2008-00225
DATE CAST 05-11-09 CAST BY D, Delatte DATE RECEIVED 05-12-09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4000 psi ' SACKS SUPPLIER Knife River
/
PRODUCT CODE 2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
ADDITIVES Super; Eclipse; AEA AIR CONTENT 3,6%
LOAD NO. 1 TICKET NO, 3379959 SLUMP 5"
CONCRETE TEMP 690 F YARDAGE 3,0 ' OF 3,0 TIME 1:35 PM
AIR TEMP 650 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION New wall at blue hood patch,
TEST
DATE
05-15-09
05-18-09
06-08-09
06-08-09
Hold
AGE
(DAYS)
4
7
28
28
AREA
(IN,')
12,56
WEIGHT
(LBS)
8.60
, TOTAL
LOAD (LBS)
49915
COM PRESSIVE
STRENGTH (PSIl
3970
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
9:45 AM
TYPE OF
FRACTURE-
6
**1 - End Cones
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
Reviewed By:
/h. i.~-----
Michael L, ~eyE'
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 client to whom it is addressed and pertains to the specific
process andfor material evaluated. As such, information contained herein shalt not be reproduced in part or full and/or any part
thereof be disclosed without.FEl Testing & Inspection, Inc,'s written authorization.
7f{J r-NV Cane! Avenue' CavaIIis, 0'egl197330 ' phcre (541) 757-4698 . fax (541) 757-2991
29540 B Airpcrt Road ' Eugene, 0'egl197402 ' phcre (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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Page 1 of 1
11;"'IINrt;"lf~'~;"III/ .IMI'
Cc.J"':: ,1ical & Construdion SeIvires
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 05-15-09
500E, 4th Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-22986
Inspector: D, Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: 0
Contractor: Wildish Building Co, BP No.: 2008-00225 Periodic Inspection: 0
Performed inspection on reinforcing steel in west end of south ramp slab on grade,
Reinforcing steel was checked for grade, size, lap, placement and clearance,
Reinforcing steel was secured and supported on concrete dobie blocks,
Observed the placement of 10,0 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) in slab area noted above, Concrete was placed directly from truck and
was manually consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cyiinders,
Slump - 8"; air temperature - 59F; concrete temperature - 68F; air content - 4,0%,
Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test
results 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
11-10-08 and applicable workmanship provisions of the I.B,C:, except if noted above.
Reviewed By:
A,~~
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)
Wildish Building Co,- Jake Stucky (email)
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 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, Inc,'s written authorization,'
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7m N-N CanelJAvenue' CavaIIis, Qega197330' j:tIcre (541)757-4698' fax (541) 757-2991
. 29540 BAirport Road' Eug€ne, Qega197402' 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
EWEB
500E. 4th Ave,
Eugene, Oregon 97440
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11:"II~lrt~.I~Io'~~.IIII~.I~L.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
. AIR TEMP
POUR LOCATION
TEST
DATE
I' 05-15-09
I 06,05-09
I 06-05-09 ,
I Hold
AGE
(DAYS)
7
28
28
~~
Gcv:~', 1icaI & Construdion Servires
. Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Ore90n
DATE
PROJECT NO.
REPORT NO.
05-15-09
2087168
6421
B.P. NO.
2008-00225
05-08-09 CAST BY D. DelaUe . DATE RECEIVED 05-09-09
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 2,8%
1 TICKET NO. 3354410 SLUMP 8"
67" F YARDAGE 10,0 OF 30,0 TIME 10:45 AM
57" F WEATHER Clear SPECIMEN STORAGE ASTM C31
Retaining wall at west end of south ramp, slab on grade at the north gallery filter entrance.
AREA
(IN.')
12,56
COMPRESStVE
STRENGTH (PSn
4440
AVERAGE
STRENGTH
(PSI)
TYPE OF
FRACTURE--
6
TIME OF
TEST
9:20 AM
WEIGHT
(LBS)
8.41
TOTAL
LOAD (LBS)
55740
**1 - End Cones 2 - Cone/Split
3 - Columnar
4 - Diagonal
.6 - Side (top or bottom)
5 - Side (top and bottom)
REMARKS: Jake Stucky (Wlldish) and Mike Stickling (EWEB) were advised of the on,slte test results,
Reviewed By:
A. ';{, iJ;--
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickiing (em all)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (emall)
Wild ish Building Co,- Jake Stucky (email)
City of Springfield
Knife River
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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,
,
7f'iJ rwv CaneII Avenue' CorvoJrlS, Qegon 97330. phooe(541) 757-4698, fax (541) 757-2991
29540 B Airpat Reed ' Eugene, Qegon 97402 . phooe (541) 684-.'l849' fax (541) 684-J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
EWEB
500E, 4th Ave,
Eugene, Oregon 97440
~""I
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11:"'IINrt;"IfI.'~1'1lIl\'.m.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
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Gcv~ ,1iCaI & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO,
REPORT NO.
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
05-14-09
2087168
6358
B.P.NO.
2008-00225
04-16-09 CAST BY D, Delatte DATE RECEIVED 04-17-09
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 4,7%
1 TICKET NO. 3354307 SLUMP 6 1/2"
60' F YARDAGE 10,0 OF 36,0 TIME 9:20 AM
48' F WEATHER Clear SPECIMEN STORAGE ASTM C31
EQ Tank ring wall and center pad footing and three (3) walls at north riser box to elevation 588'
1" lift in ring wall.
AVERAGE
TE~T ' AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTHIPSI) (PSI) TEST FRACTURE-
I 04-23-09 I 7 12,56 8,36 47885 I 3810 8:35 AM 2 I
I 05,14-09 I 28 12,56 8,39 65200 5190 9:45AM 4 I
I 05-14-09 I 28 12,56 . 8,32 67820 I 5400 5295 9:50 AM 3 I
I Hold I I
*"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test resuits,
Reviewed By:
jJ;. X-jA-Uf _____
Michael L, ~eyr
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
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 YJilhout FEI Testing & Inspection, Inc,'s written authorization.
7fIJ NW CaneII Avenue' CavalfIS, Clre(pl97330' phme(541) 757-4698' fax (541) 757-2991
29540 B Airpcxt Rrnd ' Eugene, Clre(pl97402 ' pticre (541) 684-J849 ,fax (541) 684-J851
630fIJ Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541 ) 382-4844 ' fax (541) 382-4846
\1-
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Page 1 of 1
11;..'llnrt;lIlilr.' ~:'.IIIUIIm!I
GE,..~ " ,G31 & ConstrucOOn Services .
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 05-11-09
500E, 4th Ave, Plant Expansion Project No.: 2087168
Eugene, Oregon' Springfield, Oregon Report No.: E-22964
Inspector: D, Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building Co, BPNo.: 2008-00225 . Periodic Inspection: 0
Performed inspection on .the reinforcing steel for infill wall in fiume near manhole for
blue hood patch, Reinforcing steel was checked for grade, size, lap, placement and
clearance, Reinforcing steel was secured with tie wire,
Observed the placement of 3,0 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) in wall noted above, Concrete was placed by pump and was
mechanically consolidated, Cast one (1) of fille (5) 4" x 8" concrete test cylinders,
Slump - 5"; air temperature - 65F; concrete temperature - 69F; air content- 3,6%,
Jake Stucky (Wildish) was notified of the on~site test results 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
11-10-08, RFI 96 and applicable workmanship provisions of the I.B,C., except if noted
above,
Reviewed By:
A.~~
Michael L Meyer
Technical Manager
c:
EWEB- Mike Stickling (emaH)
EWEB- Wally McCullough (emaH)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
WHdish 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 tie reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
700 ~ CaneIIAvenue' 0:JvaIIis, CJregm 97330' phone (541) 757-4698, fax(541) 757-2991
29540 B Airport Road . Eugerle, O'egon 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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Page 1 of 1
11::"'III\rt;4I:I~"'~U((fmjlWI
Geotec:hnialJ.& Construction Services .
Daily Field Report
EWEB
500E, 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Piant Expansion
Springfield, Oregon
05-08-09
2087168
E-22947
0, Delatte
1 080867-88
ICC
Continuous Inspection: 0
Periodic Inspection: 0
Client:
Date:
Project No.:
Report No.:
Inspector:
ID No,:
Inspection of: Reinforced Concrete
Contractor: Wildi.sh Building Co,
Weather: Clear
BP No.: 2008-00225
Performed final inspection on the reinforcing steel for retaining wall at west end of south ramp and
slab on grade at the north gallery filter entrance, Preliminary reinforcing steel inspection, was
performed by our office on 05-05-09 (reference FEI repo~ E-22914),
Observed the placement of 30,0 yards of Knife River 4000 psi concrete (mix 2440KIUOKSj in
areas noted above. Concrete was placed by pump and directly from truck at slab area and
mechanically. consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders, Slump - 8";
air temperature - 57F; concrete temperature - 67F; air content ~ 2,8%,
Note: advised Mike Stickling (EWEB) and Jake Stucky (Wildish) about entrained air in load 1,
Knife River QC representative recorded an air entrainment of 5,8% before Superplasticizer was
added to load 1 on jobsite. Air was rechecked by FEI after mixing, Air was 4,8%, Placement was
started and mix was're-sampled for compressive strength cylinders and related field testing after
approximately one-third of load was discharged. Air content was recorded'at 2,8% by FEI and
2.6% by QC representative, Load 3 was checked after Superplasticizer was added for air content.
FEI recorded 2,6% and QC representative,recorded 2,5%, Mr. Stickling contacted EOR and
received verbal approval to continue placement. '
Also, observed the installation of twelve (12) 518" x 18" stainless steel all-threads into slab and
walls at flume for blue hood patch per detail on S434 except wall was moved :t30' east near M H as
noted on RFI 96, Prior to installation: the predrilled holes were cleaned with co'mpressed air and a
brush, Verified embed depth of 6", Anchors were secured with Epcon A7 epoxy adhesive (ICC-
ESR 2351/ expiration date 05-12-10).
To the best of our knowledge, the work inspected was in accordance with plans dated 11-10-08,
RFI96 and applicable workmanship provisions of the I.B.C" except if noted above,
Reviewed By:
JJJ. '"1[.~-----
Michael LMe~
Technical Manager
c:
,EWEB- Mike Stickling (email)
EWES-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,ieport 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 orfull and/of any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
RtCtlllto
MAY;
. Blf/flq
7~ IWJ ComeII AVEl'll.e' CavaIIis, Oegon 97330 ' phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road, Eugene, Oegon 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
< .'., .