HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-12-30
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Geotechnical & Construdion Servioos
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Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 12-30-08
500E. 4th Ave. Plant Expansion Project Nq.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-22088
Inspector: A. Fenstermacher
ID No.: 5258882-49
ICC
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building Co. BPNo.: 2008-00225 Periodic Inspection: [;"I
Performed final inspection on the reinforcing steel for slab numbers 6, 12 and 14; wall
number 30 and wall section south of 28; eievated slab above wall 26; coagulant
building sump slab; south side and west half of ramp walls. A preliminary inspection
was performed on 12-23-08 (reference FEI report E-22072).
Observed the placement of 90 yards of Knife River 4000 psi concrete (mix 40-SEF) into
slabs and 44 yards of Knife River 4000 psi concrete (mix 40-SE7) into walls and
elevated slab. Concrete was placed by pump and was mechanically consolidated.
Tested load 1 and 2 of slab mix and load 1 of wall mix for mix compliance.
I Load 1 (40-SEF\ Load 2 (40-SEF\ I Load 1 (40-SE7\
I CT- 59F CT- 59F CT- 58F
I AT- 33F AT- 34F AT- 43F
I AE- 5.9% AE- 5.3% AE- 5.3%
I S- 3" S- 61/2" S- 5"
CT - concrete temperature; AT-air temperature; AE- air content; S- slump
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 futl and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
7fJJ NVV CaneIIAvenue' CavaIIis, Qe;p197330' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Qe;p197402 . phone (541) GB ~ 3Y~' fax (541 )684-3851
63050 Corporate Piace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
RECEIVED
JA,N 0 61008
Hayden Bridge Water
Filtration Plant Expansion
Project No.: 2087168
Report No.: E-22088
12-30-08
Page 2 of 2
Cast two (2) sets of four (4) 4" X 8" compressive' strength cylinders. Notified Jake
Stucky (Wildish) and Mike Stickling.(EWEB) of on,site results.
I Load 4 (40-SEFl
I Concrete temperature- 57F
I Air temperature- 36F
I Air content- 6.0%
I Slump- 61/2"
Load 3 (40-SE7l
Concrete temperature- 62F
Air temDerature- 344F
Air content- 4.3%
Slump- 5 1/2"
Mr: Stuckey 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 I.B.C., except if noted above.
Reviewed By:
;J1.~.~
Michael L: M~r
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (em ail)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (em ail)
Wiidish 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 FEl Testing & Inspection, tnc.'s 'Nritten authorization.
7fiJ ~ CaneII Avenue' Cavallis, Oreg:ln 97330. phone (541) 757-4698. fax (541) 757-2991
29540 B Airport Road . Eugene, Oreg:ln 97402 . phone (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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CLIENT
EWEB
500E. 41h Ave.
Eugene, Oregon
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
Geoted1nic:aI & Cons1rudion Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO. .
REPORT NO.
12-31-08
2087168
6133
12-06-08
4" x8"
Knife River
3/4"
5.0%
7"
9:50 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.'! (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE-
'12"12-08 7 12.56 8.4 51300 4080 9:35 AM 5
01-02-09 28 12.56 8.3 68700 5470 7:50 AM 5
01-02-09 28 12.56 I 8.2 67700 5390 5330 7:55 AM 5
Hold
"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lop and bottom) 6 - Side (lop or bottom)
B.P. NO. 2008-00225
12-05-08 CAST BY A. Fenstermacher DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS 'SUPPLIER
40K1VOZF CEMENT MAX SIZE AGG.
ADVA, Eclipse, Fiber AIR CONTENT
3 TICKET NO. 3160495 SLUMP
57" F YARDAGE 10.0 OF 40.0 TIME
38" F WEATHER Fog SPECIMEN STORAGE
Slab #16 and remainder of footing at the northwest corner of contact basin.
From 'east side, center of slab
REMARKS: Mike Stickling (EWEB) was advised of on-site test results.
Reviewed By:
/h.~~
Michael L Meytf/
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
RECEIVED
JAN 0 8 7008
This report andler 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.
7ffJ WJ CaneIIAvenue' CavaIIis, Oegon 97330, pht:re (541) 757-4698, fax (541) 757-2991
29540 B AiJpat Road . Eugene, Oegon 97402 . pht:re (541)684J849 . fax (541) 684-J851
630ffJ Corporate Place, Su~e2' Bend, Oregon 97701 - phone (541) 382-4844' fax (541) 382-4846
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Geoted1nical & Construction Servioos
Compressive Strength of Concrete
(ASTM C 39)
'1:I.'II~lrt;"II"';j~.I(II~.I~I.
CLIENT
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
01-05-09
2087168
6135
EWEB
500E. 4th Ave.
Eugene, Oregon
B.P. NO.
2008-00225 :
DATE CAST
STRENGTH REQUIRED'
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
12-08-08 CAST BY A. Fenstermacher DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
.40-SE7 CEMENT MAX SIZE AGG.
Super, Eclipse AIR CONTENT
2 TICKET NO. 3160508 SLUMP
65" F YARDAGE 9.0 OF 27.0 TIME
47" F WEATHER Fog SPECIMEN STORAGE
Wall number 28; raw water channel suspended slab at northeast.
LOAD 2 SAMPLED
From 20d lift wail.
12-09-08
4" x8"
Knife River
3/4"
5.2%
5 3/4"
11:30AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS\ (IN.') (LBS) LOAD (LBS\ STRENGTH (PSI\ (PSI\ TEST FRACTURE"'*
I 12-15-08 7 12.56 8.4 42100 3350 9:25 AM 5
f 01-05-09 I 28 12.56 8.4 65200 5190 7:45 AM 5
01-05-09 I 28 12.56 8.4 61900 4930 5060 7:50 AM 5
I Hold
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Mike Stickling (EWEB) was advised of, on-site test results.
Reviewed By:
fJ;. tf,~
Michael L. ~eyeP
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 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, lnc,'s written authorization.
700 rwv CaneliAvenue' Corvallis, Oreg:n 97330, phcre(541) 757-4698, fax(541) 757-2991
29540 B Airport Road . Eugene, Oreg:n 97402 . phone (541) 684J849 . fax (541) 684-3851
63000 Corporate Place, Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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CLIENT
EWEB
500E. 4th Ave.
Eugene, Oregon
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
TEST
DATE
01-06-09
01-27-09
01-27-09
Hold
AGE
(DAYS)
7
28
28
**1 - End Cones
Geotechnical & Construcfun Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO.
REPORT NO.
01-06-09
2087168
6156
Hayden Bridge Water
Fiitration Plant Expansion
Springfield, Oregon
B.P. NO. L. 2008-00225
12-30-08 CAST BY A. Fenstermacher DATE RECEIVED 12-31-08
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG. 3/4-
AEA; hot water: Eclipse AIR CONTENT 4.3%
3 TICKET NO. 3160659 SLUMP 51/2"
62" F YARDAGE 10.0 OF 44.0 TIME 1:20 PM
44" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Wall #30; section of wall south of #28; elevated slab above wall #26; south side, west half of ramp wall.
Set 2
From 3"' lift in wall south of #28.
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.3
TOTAL
LOAD (LBS)
49300
COMPRESSIVE
STRENGTH (PSIl
3930
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
10:20 AM
TYPE OF
FRACTURE-
3
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Mike Stickling (EWEB) and Jake Stucky (Wildish) were advised of on-site test results.
Reviewed By:
j11.~.~-
Michael L. ~ey{j
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wiidish 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 without FEI Testing & Inspection, Inco's written authorization.
7fIJ WI CanelJAvenue' CavaI1is, O'egon 97330, pfme(541) 757-4698' fax (541) 757-2991
29540 B Airport Road . Eugene, O'egon 97402 . pfme (541) 684J849 . fax (541 )684-3851
630fIJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
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Page 1 of 1
11a.'II~ICl;.lf~'~I'llllt_
Gcu~ ,1iCaI & ConstrucOOn Servia3s
Daily Field Report
Client:
EWEB
500E. 4th Ave.
Eugene, Oregon
Praject:
Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Praject Na.:
Repart Na.:
Inspector:
ID Na.:
01-05-09
2087168
E-22107
A. Fenstermacher
5258882-49
ICC
Inspectian af: Epoxy Dowels/
Reinforcing Steel
Cantractar: Wildish Building Co.
Weather:- Overcast
BP No.:_._~00_8-00225
Cantinuous Inspectian: D
Periodic Inspectian: Ii!
Performed continuous inspection during the installation of fifteen (15) #6 x 16"
horizontal dowels into east side of east wall of contact basin for coagulant building tie-in
and twelve (12) #8 x 5' vertical dowels into contact basin slab for new wall north of wall
#29. Prior to installation, the predrilled holes were cleaned with fresh water,
compressed air and a brush. Verified minimum embedment of 8" for #6 dowels and
10" for #8 dowels. Dowels were secured with Epcon A7 (ICC-ES ESR- 2351/
expiration date 11-07-09).
Also, performed preliminary inspection on the reinforcing steel for slab #18 .and
coagulant building slab. 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
02/2008 and applicabie workmanship provisions of the I.B.C., except if noted above.
Reviewed By;
~~~1:1:
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (em ail)
OBEC- Pete Slocum (email) .
Wildish Building Co.- Kevin Fitzjarrell (em ail)
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.
7ffJ twV CaneII A\€I1Ue' CavaiIis, Oeg:n 97330' ph(re(541) 757-4698, fax (541) 757-2991
. 29540 B AiIport Road . Eugene, Oregon 97402 . pha1e (541) I384.J849 . fax (541) 684-3851
630ffJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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1I~'IUlfl;.I~Iiro' ~~'IIIIl'.l~'I"
CLIENT
EWEB
500E. 4th Ave.
Eugene, Oregon
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 4 SAMPLED
TEST
DATE
01-06-09
01-27-09
01-27-09
Hold
AGE
(DAYS)
7
28
28
**1 - End Cones
Geoted1nicaI & Conslruction Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
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
1015
B.P. NO.
200ll-00225
01-06-09
2087168
6155
12-31-08
4" x8"
Knife River
3/4"
6.0%
61/2"
9:20 AM
ASTM C31
TYPE OF
FRACTURE-
4
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
Reviewed By:
tL~~~
Technical Manager
12-30-08 CAST BY A. Fenstermacher
4000 psi (3000 at sump)
4000 psi SACKS
40-SEF CEMENT
'AEA; hot water; Eclipse; WRDA64; Fibers
4 TICKET NO. 3160650
57" F YARDAGE 10.0 OF 90.0
36" F WEATHER Overcast
Slab numbers 6, 12 and 14; coagulant building sump pad.
Set 1
Northwest comer of slab 14.
AREA
(IN'!
12.56
WEIGHT
(LBS!
8.2
TOTAL
LOAD (LBS!
41000
COM PRESSIVE
STRENGTH (PSIl
3260
REMARKS: Mike Stickling (EWEB) and Jake Stuckey (Wildish) were advised of on-site test results.
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 without FEl Testing & Inspection, Inc,'s written authorization.
7fiJ WI CaneII Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991
29540 BAirpcrtRoad' Eugene, 0'eg:x197402 . p'lcre (541) 684-3849 . fax (541 )684-3851
630fiJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846