HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-12-11
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Page 1 of 1
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<:x..,<cc: "lical & Olnstrudion SeMres
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.:
12-11-08
2087168
E-22016
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concretel
Epoxy- Anchor Dowels
Contractor: Wildish Construction
Weather;..-oF-og ~
BP N(/2008'00225 . ~
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for new ramp footings (north side + south
side up to sump) and preliminary inspection on slab #7 and 12. Reinforcing steel was
checked for size, grade, iaps, quantities, locations,. ties, clearance and supports. A
final inspection on the slabs will be performed prior to concrete placement.
Observed the placement of 22 yards of Knife River 4000 psi concrete (mix 40-SE7) into
ramp footings. Concrete was placed by pump and was mechanically consolidated.
Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Notified Jake Stucky
(Wildish) of on-site results: slump- 5"; concrete temperature- 61 F; air temperature-
50F; air content- 4.5%.
Aiso, performed continuous inspection during the installation of twelve (12) #5 x 3'
horizontal dowels into existing tank for baffle wall tie-in; fourteen (14) #8 x 5' vertical
dowels into slab at south end for baffle wall tie-in; fifty (50) 5/8" x 3' horizontal stainless
steel all thread dowels into existing tank for slab #12 tie-in. Prior to installation, the
predrilled holes were cleaned with compressed air and a brush. Verified minimum
embedment of 10" for #8 bar, .5" for 5/8" all thread and 5" for #5 bar. Dowels were
secured with Epcon A7 (ICC-ES ESR-2351 expiration date 11-07-09).
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 I.B.C., except if noted above.
Reviewed By:
A,--/~
Michael L. MJ?er
Technical Manager
RtCtfVt:D
DEe 1 82008
c:
EWEB- Mike Stickling (email) Wildish Building Co.- Kevin Fitzjarrell (email)
EWEB- Wally McCullough (email)' Wildish Building Co.- Jake Stucky (email)
OBEC- Pete Slocum (email) 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 or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
7fJJ tw CareII Avenue . CavaIIis, CXegl197330 . p/ule (541) 757-4698 . fax (541) 757-2991
29540 B AUpt:xt Road . Eugene, CXegl197402 . p/ule (541) 684-3849 . fax (541 )684-3851
630fJJ Corporate Place, Suile 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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11~'II~lrt:.I~.'~:'IIII~_
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 6 SAMPLED
G:.J~"; , '.GlJ & Construdion Services
Compressive Strength of Concrete
(ASTM C 39) .
PROJECT
DATE
PROJECT NO.
'REPORT NO.
12-12-08
2087168
6108
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Ore90n
B.P. NO.
2008-00225
11-14-08 CAST BY
4000 psi
4000 psi SACKS
40K1UOZF CEMENT
ADV A, Eclipse, Fiber
6 TICKET NO.
680 F YARDAGE
540 F WEATHER
Slab on grade numbers 13 and 15.
Set 1
Near northwest comer of slab 15.
A. Fenstermacher
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
. AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
11-15-08
4"x8"
Knife River
3/4"
4.4%
7"
10:20 AM
ASTM C31
3160243
10:0 . OF 65.0
Fog
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) i'(IN.') (LBS\ . LOAD (LBSl STRENGTHIPSI\ (PSn TEST FRACTURE~'
11-21-08 7 12.56 8.4 57300 4560 1:50 PM 5
. 12-12-08 28 12.56 8.3 78600 6260 8:55 AM 1
12-12-08 28 12.56 8.4 75100 5980 6120 9:00 AM 3
Hoid
**1 - El)d 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. ';1(.17
Michaell. Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB, Wally McCullough (email)
OBEe- 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/o'r enclosed test data is the confidential. property of the client to whom it is addressed and pertains to the specific
process ancUor material evaluated. As such, information contained herein shall not be reproduced in part or full and/of any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorizatiol"!.
750 MY CaneII AIA9l1U€' CorvaIIs, Oregon 97330, Jjme(541) 757-4698 .fax(541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-J849 . fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 'phone (541) 382-4844 . fax (541) 382-4846
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Geotechnia31 & Consbucliori Sefvioos
,-
Compressive Strength of Concrete
(ASTM C 39) .
11~'II~lrt;.I~..":I:'IIIJ~IIINd
CLIENT
EWEB
500E. 4th Ave.
Eugene, Oregori
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
12-12-08
2087168
6133
B.P.NO.
2008,00225
DATE CAST 12-05-08 CAST BY A. Fenstermacher DATE RECEIVED 12-06-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" xB"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 40K 1 VOZF CEMENT MAX SIZE AGG. 3/4"
ADDITIVES ADV A, Eclipse, Fiber AIR CONTENT 5.0%
LOAD NO. 3 TICKET NO. 3160495 SLUMP 7" .
CONCRETE TEMP 57" F YARDAGE 10.0 OF 40.0 TIME 9:50 AM
AIR TEMP 38" F WEATHER Fog SPECIMEN STORAGE ASTM C31
POUR LOCATION Slab #16 and remainder of footing at the northwest corner of contact basin.
LOAD 3 SAMPLED From east side, center of slab
TEST
DATE'
12-12_08
01-02-09
01-02-09
Hold
AGE
(DAYS)
7
28
28
AREA
(IN.')
12.56
WEIGHT
(LBSl
8.4
TOTAL
LOAD (LBS\
51300
COMPRESSIVE
STRENGTH (PSn
4080
AVERAGE
STRENGTH
(PSn
TIME OF
TEST
9:35 AM
TYPE OF
FRACTURE"
5
"*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:
Ih.';(.~
Michael L. ~eye{/
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 without FEI Testing & Inspection, Ine,'s written authorization,
750 rw ComeII Avenue' CofvaUi>, cregcn97330' phcre(541) 757'4698' fax (541) 757-2991
. 29540BAirportROacl' Eugene, cregcn97402' phone(541)G3~ 1'>':3 . fax (541) 684-3851
63050 Cv,"v'a~~ Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax(541)382~
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Geoted1nical & Construclbn SeIvires
Compressive Strength of Concrete
(ASTM C 39)
1I~'IIII:t;"I~\"'lJlIIIIJ~_
CLIENT
EWES
500E. 4th Ave.
Eugene, Oregon
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Sprin9field, Oregon
DATE
PROJECT NO.
REPORT NO.
12-12-08
2087168
6109
B.P. NO.
2008-00225
DATE CAST 11-14-08 CAST BY A. Fenstermacher DATE RECEIVED. 11-15,08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4000 psi . SACKS SUPPLIER Knife River
PRODUCT CODE 40-SE7 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Super, Eclipse AIR CONTENT 3.6%
LOAD NO. 1 TICKET NO. 3160246 SLUMP 81/4"
CONCRETE TEMP 66' F YARDAGE 10.75 OF 10.75 TIME 11:30AM
AIR TEMP 55' F WEATHER Fog SPECIMEN STORAGE ASTM C31
POUR LOCATION Wall number 24.
Set 2
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI)
I 11,21-08 7 12.56 8.5 59200 4710
f 12-12-08 28 12.56 8.5 82100 6540
12-12-08 28 12.56 8.5 78300 6230
I Hold
AVERAGE
STRENGTH
(PSI)
6385
TIME OF
TEST
1:55 PM
8:45 AM
8:50 AM
TYPE OF
FRACTURE"
3
4
3
**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. --t. ~
Michael L. Mey/!
Technical Manager
c:
EWES- Mike Stickling (email)
EWES- Wally McCullough (email)
OSEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wildish Buildin9 Co.- Jake Stucky (emaH)
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 NoN Cornell Avenue' CavaDis, Oegon 97330, phone (541)757-4698' fax (541) 757-2991
29540 B Airport Road . Eugene; Oegon 97402 . phone (541 )6134-3849.' fax (541) 684.;J851
63050 Corporate Place, Suire 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~...pp.,
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Page 1 of 1
11:r..'IINCI;.l~."~:'llfliUL!l'
Geotechnical & CooStruction Services
Daily Field Report .
Client: EWEB Project: Hayden Bridge Water Filtration Date: 12'12-08
500E. 4th Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-22027
Inspector: A. Fensterrpacher
ID No.: 5258882-49
ICC
Inspection of: Reinforced Concrete Weather: Rain Continuous Inspection: 0
Contractor: Wildish Construction BPNo.: 2008-00225 Periodic Inspection: 0
Performed final inspection on the reinforcing steel for slab #7. A preliminary inspection
was performed on 12-11-08 (reference FEI report E-22016).
Observed the placement of 26 yards of Knife River 4000 psi concrete'(mix 40K1 UOZF)
into area noted above. Concrete was placed by pump and was mechanically
consolidated. Cast one (1) set of four (4) 4" x 8" compressive test cylinders from load
1. Notified Jake Stucky (Wildish) of on-site results: slump- 4 1/2"; concrete
temperature- 57F; air temperature- 42F; air content- 5.0%.
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 appiicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
/h,~~,
Michael L. M4r
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 (em ail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to wham il 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 Can,>! Avenue' Cavallis, Oregon 97330 . phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Rood . Eugene, Oregon 97402, phone (541)684-J849 . fax (541) 684-3851
63050 Cof])Orate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
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11:"'mlfl;"II"'~~t1[IJ/.m.
CLIENT
EWEB
500E. 4'h Ave.
Eugene, Oregon
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
. AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
TEST
DATE
12-15-08
01-05-09
01-05-09
Hold
AGE
(DAYS)
7
28
28
**1 - End Cones
Gcv~ , ~ & Ca1strudion Seniires
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO.
REPORT NO.
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
12-15-06
2087168
6135
B.P.NO.
2006-00225
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.
From 2"' lift wall.
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.4
COMPRESSIVE
STRENGTH (PSIl
3350
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
9:25 AM
TOTAL
LOAD (LBS)
42100
2 - Cone/Split
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
3 - Columnar
REMARKS: Mike Stickling (EWEB) was advised of on-site test results:.
Reviewed By:
A,<I~
Michael L. Mey.iJ!
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (einail)
OBEC- Pete Slocum (email>
Wild ish Building Co.- Kevin Fitzjarrell (email)
Wildish Building Co.- Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
12-09-08
4" x8"
Knife River
3/4"
5.2%
5 3/4"
11:30AM
ASTM C31
TYPE OF
FRACTURE"
5
This report andlor enclosed test data is the confidential property of the client to Whom it is addresseQ 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 & Inspe~tion. lnc.'s written authorization.
7fiJ ~ CanelI Avenue' CorvaDis, ()egon 97330. phooe(541) 757-4698, fax (541) 757-2991
29540 BAiI]:xl1Road' Eugene, ()egon97402 . phooe(541)684-J849' fax (541) 684-,'J851
630fiJ Corporate Place: Suite 2 . Bend, Oregon 97701 . phone (541).382-4844 . fax (541 > 382-4846
~Ft'
11~'IINCW;;Ylf.'~a'llIJ(llIlHt!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 6 SAMPLED
Geoted1nical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfieid, Oregon
DATE
PROJECT NO.
REPORT NO.
12-17-08
2087168
6118
B.P.NO.
2008-00225
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER . .
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
11-20-08
4" x 8"
Knife River
3/4"
4.9%
61/2"
12:10 PM
ASTM C31
11-19-08 CAST BY
4000 psi
4000 psi SACKS
40K1UOZF-' CEMENT
Adva, Eclipse, Fiber
6 TICKET NO.
690 F YARDAGE
600 F. WEATHER
Slab numbers 19 and 17.
. Saf1 '
From southwest comer of slab 19.
A. Fenstermacher
,.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (lBS) lOAD (lBSl STRENGTH (PSIl (PSI) TEST FRACTURE"'*"
11-26-08 7 12.56 8.3 51700 4120 8:00 AM 5
12-17-08 28 12.56 8.4 69400 5530 7:40 AM 5
12-17-08 28 12.58 8.4 70700 5630 5580 7:45 AM 5
Hold
*"1 - End Cones 2 ..,... Cone/Split 3 - Columnar 4...,.. Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
3160320
10.0 OF 65.0
Overcast
REMARKS: Jake Stucky (Wildish) was advised of on-site test results.
Reviewed By:
/II. 't:.~
Michael L. Me'" .
Technical Manager
c:
. EWEB. Mike Stickling (email)
EWEB- Wally McCullough (email) .
OBEC- Pete Slocum (emall)
vVildish Building Co.- Kevin Fitzjarrell (email)
Wildish Buiiding Co.- Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
RfCtlVt
DEe P
1 8 l008
This report and/or enclosed. test data.is.the confidential property of the Clieni 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 F~I Testi~g~, Ins~ec;tion, Inc.'s writlen autho~zation.
750 NoN ComeIIAvenue' Cavaifls, Oregon 97330, phooe(541) 757-4698. fax (541) 757-2991
29540 B Airpal Road . Eugene, Oregon 97402 . phone (541) 684-J849 . fax (541) 68<h'J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846
SfEl
Geoted1nica1 & Construdion Services
Compressive Strength of Concrete
(ASTM C 39)
11~'llllrw;<!Ili.."~~'IIII~gl~llll
CLIENT
EWEB
500E. 4th Ave.
Eugene, Oregon
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Sprin9field, Ore9on
DATE
PROJECT NO.
REPORT NO.
12-17-08
2087168
6119
B.P. NO.
2008-00225
DATE CAST 11-19-08 CAST BY A. Fenstermacher DATE RECEIVED 11-20-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 40-SE7 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Super, Eclipse AIR CONTENT 4.2%
LOAD NO. 4 TICKET NO. 3160336 SLUMP 6"
CONCRETE TEMP 72" F YARDAGE 10.0 OF 48.0 TIME 4:00 PM
AIR TEMP 55" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Wall numbers 23 and 29,
Set2
LOAD 4 SAMPLED From 4th lift in walls.
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE
DATE (DAYS) (IN.'! (LBSI LOAD (LBSl . STRENGTH (PSIl
11-26-08 7 12.56 8.5 56000 4460
12.17-08 28 12.56 8.5 75200 5990
12-17-08 28 12.56 8.5 74700 5950
Hold
AVERAGE
STRENGTH
(PSIl
5970
TIME OF
TEST
7:55 AM
7:50 AM
7:55 AM
TYPE OF
FRACTUREH
5
4
5
""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:
;1J . "/:' ~
Michael L.' M{.lr
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 Sprin9field
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 N>N CanelJAvenue' CmiaIIis, Q-ega1 9733O. rrone (541) 757-4698, fax (541) 757-2991
29540 BAirpat Road, Eugere, Q-ega1 97402. ~ (541)684J849' fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846