HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2009-8-24
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Geotechnical & Construction Services
1I~'IUlrt;<lI~..'~l.IIII~"
Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
3~51"~'1~ E.>'n~ ~.
EWEB
500E, 4th Ave,
Eugene, Oregon
Inspection of: Reinforced Concrete
Contractor: Wildish Building
Weather: Clear
BPNo:~ .?008-00225
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Page 1 of 1
Daily Field Report
Date:
Project No.:
Report No.:
Inspector:
ID No.:
08-24-09
2087168
E-23719
D. Delatte
1080867-88
Ice
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel for west half of north and south walls
for filter basin (fig. to top of wall) and wall in existing flume and elevated slab section,
80' to 120' from north end. Preliminary reinforcing steel inspection was performed by
our office on 08-18-09 (filter walls) and 08-21-09 (flume wall) (ref: FEI report E-23673
and E-23706),
Observed the placement of 40.0 yards of Knife River 4000 psi concrete (mix
2440K1 UOKS) into 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. Slump - 61/2"; air temperature - 49F; concrete temperature - 70F; air
'content - 3.7%.
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:
/h.i.~~
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'
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 NN CcmeIIAveoue' Cavalfts, CJregx197330' phone (541) 757-4698, fax (541) 757->2991
29540 BAiI]lOl1Road' Eugere, Oregon 97402 . phone (541) 684-3849 'fax(541)ll8<h3851
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
'1~'lrt[I'J;.I~~~~~'II'lil1W!l
Geotechnical & Construdi:Jn Servires
Daily Field Report
Client:
EWEB
500E. 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Fillration
Plant Expansion
Springfield, Oregon
(fiSt( BJ3i[0U,bn c~
Date:
Project No.:
Report No.:
eel ,Inspector:
. 10 No.:
08-21-09
2087168
E-23706
A. Fenstermacher
5258882-49
Ice
Inspection of: Reinforcing Sieel
Contractor: Wildish Building
Weather: Clear
BPNo::'-2008-00225
Continuous Inspection: D
Periodic Inspection: 0
Performed preliminary inspection on the reinforcing steel for north flume section: 80' to
120' from north end, wall and elevated slab, Reinforcing steel was checked for grade,
size, 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 in-progress was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B.C., except if noted above,
Reviewed By:
~~~/~~
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pe1e Slocum (email)
Wildish Buildin9 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 andfor any part
thereof be disclosed without FEI Testing & Inspection, fnc.'s written authorization.
7fIJ twJ CaneII Avenue' CavaJ~ 0'eg:)197330' pha1e(541) 757-4698' fax (541) 757-2991
29540 BAirpatRcad . Eugene, 0et;p197402' pIme(541)684J849' fax (541 )684-3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701. phone (541) 382-4844. fax (541) 382-484B
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP ,
POUR LOCATION
TEST
DATE
08-20-09 I'
09-10-09 I
09-10-09 I
Hold I
AGE
(DAYS)
7
28
28
~,
(~AJ;t~ 1.1ml & Clll1sfrudon SP.rvicEs
Compressive Strength of Concrete
(ASTM C 39\
395'1
BPNO.
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO.
_ Springfield. Oregon , () 'I, .REPORT NO.
J..\fu.j Clitl bU-Lcl%t lUll
2008-00225
EWEB
500E. 4th Ave.
Eugene, Oregon 97440
PROJECT
08-13-09 CAST BY D, Delatte
4000 psi
4000 psi SACKS
2440KIVOKS CEMENT
Super: Eciipse; Air
1 TICKET NO, 3442258
760 F YARDAGE 10.0 OF
640 F WEATHER Overcast
Slab on grade for FTW pump base,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
mo
AREA
(IN.')
12,56
WEIGHT
(LBS)
8.52
COMPRESSIVE
STRENGTH (PSI)
4970
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
12:05 PM
TOTAL
LOAD (LBS)
62405
REMARKS: Jake Stucky (Wildish) was advised of on-site test results.
.. , _ End Cones 2 _ Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed lop or bottom)
Reviewed By:
A . 'Z- /L..-,___
Michael L. ~eyel'
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
vVildishBuilding Co.- Jake Stucky (email)
City of Springfield
Knife River
. ,
MLM:sc
08-20-09
2087168
6590
08-14-09
4" x 8"
Knife River
3/4"
4.2%
61/4"
8:40 AM
ASTM C 31
TYPE OF
FRACTURE""
2
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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. .
750 r-ffl 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 Piateau Drive. Surte 3 . Bend, Oregon 97701 ' phone (541) 3824844 . fax (541) 382-4846
EWEB
500E. 4th Ave.
Eugene, Oregon 97440
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.1~'fIIHCI;.I~~'l:'Ulllh'.liI.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
08-19-09
Og-Og-Og
Og-09-09
Hold
AGE
(DAYS)
7
28
28
~~
Geoterl'1nirnl f/, C'.onstn dion ~
Compressive Strength of Concrete
(ASTM C 39\
PfI'5 '1
BPNO.
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO.
Springfield,_Og'gon ' _. REPORT NO,
~C\cn-~Ql~_ Qcl, ' .
'200~,00225 1
08-19-09
2087168
6587
PROJECT
08-12-09 CAST BY A, Fenstermacher DATE RECEIVED 08-13-09
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 3.3%
1 TICKET NO. 3442226 SLUMP 7"
790 F YARDAGE 10.0 OF 30,0+ TIME 11:00 AM
770 F WEATHER Partly sunny SPECIMEN STORAGE ASTM C 31
Flume: north section 0-40' elevated slab, 40'-80' elevated slab and walls; south section 80'-120'
elevated slab and wall: center section of west wall (approximately 22' long) for filter basin
(fig. to bottom of roof)
1" iiflin filter wall.
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.53
COMPRESSIVE
STRENGTH (PSI)
4460
AVERAGE
STRENGTH
(PSI)
TYPE OF
FRACTURE"
5
TIME OF
TEST
12:25 PM
TOTAL
LOAD (LBS)
55985
REMARKS: Jake Stucky (Wildish) was advised of on-site test results.
.. 1- End Cones 2 - Cone/Splil 3 - Columnar 4 - Diagonal 5 - Side (lap or bottom) 6 - Side (pointed top or bottom)
Reviewed By:
A.~~~ -
Michael L. ~ey/ -
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
AUG 2 4 2009
This report and/or enclosed test data is the confidential property of the client 10 whom it is addressed and pertains to the specific
process and/or malerial evaluated. As such, infonnation contained herein shall nol be reproduced in part or full and/or any part
thereof be disclosed without FEl Testing & Inspection, Inc.'s written authorization.
750 r-.NV Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
2954O BAirport 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
~fEI
11:r.'llllrt:"II~':f~.IIIH.m.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
,\
"
,
,~
-.
~~
~
c~;~~ IIl:rn1 & CnlStnJdion SenAcEs
Compressive Strength of Concrete
lASTM C 39\
DATE RECEIVED 07-22-09
SPECIMEN SIZE 4" x 8"
SUPPLIER Knife River
MAX SIZE AGG. 3/4"
AIR CONTENT 3,5%
SLUMP 7"
TIME 9:00 AM
SPECIMEN STORAGE ASTM C 31
North and south entry slabs at coa9ulant
PROJECT
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO.
Sprin9field, Oregon ,REPORT NO,
2:A5'l f\~dtr$~c~ ga: '
2008-00225
EWEB
500E. 4th Ave.
Eugene, Oregon 97440
TEST AGE AREA WEIGHT TOTAl COMPRESSIVE
,DATE IDAYS) (IN') (LBS) LOAD ILBS) STRENGTHIPSIl
07-28-09 7 12.56 8,59 55375 4410
08-18-09 28 12.56 8,61 70095 5580
08-18-09 28 12,56 8.64 70770 5630
Hold
BPNO,
CAST BY
A. Fenstermacher
07-21-09
4000 psi,
4000 psi SACKS
40-SE7 CEMENT
Super, Eclipse, AEA
3 TICKET NO. 3444739
79" F YARDAGE 10 OF 74
67" F WEATHER Clear
Remaining slabs-an-grade sections for filter building.
building.
Filter building southwest slab, northeast comer.
AVERAGE
STRENGTH
(PSI)
, TIME OF
. TEST
8:25 AM
.1 .' 9:30 AM
I 9:35 AM
I
5605
REMARKS: Jake Stucky (Wildish Building Co.) was advised of on-site iest results.
.. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom)
Reviewed By:
fJJ .'-/,~
Michael L. Mey(
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fiizjarrell (email)
Wildish Building Co.- Jake Stucky (email)
City of Springfield
Knife River
MLM:ld
08-18-09
2087168
6541
TYPE OF
FRACTURE" ,
5
3
5
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertaif!s to the specific
process and/or 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 mv Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
2954O B Airport Road, Eugene, Oregon 97402 . phone (541) 684-384g . fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~ftl
Geotechnical & Construction Servires
11~'lmrt;.t~~'~;'llll~"-"!I
Client:
Project: Hayden Bridge Water Filtralion
Planl Expansion
Springfield, Oreggn
~f'l5l . t1o.>j c:ie.n f; r\.d..g~ Qa\-
EWEB
500E. 41h Ave.
Eugene, Oregon
Inspection of: Reinforcing Steel
Contractor: Wildish Building
Weather: I:;lear
BP"No-:O 2008"00225
--...-- ',."." .:. '~-'" ". .
KR
~
Page 1 of 1
Daily Field Report
Date:
Project No.:
Report No.:
Inspector:
ID No.:
08-18-09
2087168
E-23673
0, Delatte
1080867-88
ICC
Continuous Inspection: 0
Periodic Inspection: 0'
Performed preliminary reinforcing steel inspection on the west half of south and north
walls (approximately 23' long) for filter basin (ltg. to top of wall). Reinforcing steel was
checked for grade, size, lap, placement, quantities and clearance. Contractor has one
, (1) side of form in-place at this time. 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 applicable workmanship provisions of the I.B.C., except if noted above,
Reviewed By:
Ih:;t;.~
Michael L. Me'"
Technical Manager
c:
EWEB- Mike Stickling (email)
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
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 malerial 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.
7'3J WI CaneIIA"""ue' CavalfIS, Oregoo 97330, phone (541 ) 757-4698. fax (541) 757-2991
29540 BAirport Road . Eugene, 0reg0097402' phone(541)684-3849' fax(541)684J851
62979 NE Plaleau Drive, Suile3' Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 382-4846
/
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Page 1 of 1
11l.'lIlltl;.II~'~a'lllJt.ltllll
Geotechnical & Construction SeNices
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 08-13-09
500E. 41h Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-23642
~F\51 ttf>-.'-lckn e:,n~ Qtl. Inspector: D. Delatte
10 No.: 1080867-88
Ice
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building BP No.: . -2008-00225 Periodic Inspection: 0
Performed final inspection on the reinforcing steel for slab on grade for FTW pump
base. Preliminary reinforcing steel inspection was performed by our office on 08-12-09
(ref: FEI report E-23633).
Observed the piacement of 10.0 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) into slab, Concrete was placed directly from truck and was
mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders.
,Slump - 61/4"; air temperature - 64F; concrete temperature - 76F; air content- 4.2%.
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:
jJ1.<-t:.~
Michael L. Meyer
Technicai Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
WildishBuilding Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
rr t:'C E.
AII/'O .
"IU(] " '.
~O '-
luug
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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
700 NVI/ Cornell Avenue' CorvaIis, Qegon 97330 . phme (541) 757-4698 . fax (541) 757-2991
29540 B Airpcxt Rood ' Eugene, Qegon 97402 'phme (541) 684-J849 . fax (541) 684-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 . phone (541) 382-4844 . fax (541)382-4846