HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-6-17
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11:t.'ll~I~;.I~.'~I.IIIl\'.lIlliI
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
~
Compressive St~ength of Concrete
I: (ASTM C 39)
I '
Geotemnical & ConslrlJdion Services
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJEcT NO.
REPORT NO.
I
EWEB
500E, 4th Ave,
Eugene, Oregon 97440
BP NO:-::~: _ --~008-09.225
l~
06-10-09 CAST BY A Fenstermacher DATE RECE,!VED
4000 psi SPECIMEN ~IZE
4000 psi SACKS SUPPLIER i'
40-SE7 CEMENT MAX SIZE AGG,
Super; Eclipse AIR CONTENT
2 TICKET NO. 3354654 SLUMP
71" F YARDAGE 10,0 OF 50,0 TIME
62" F WEATHER Overcast SPECIMEN STORAGE
'. ~
Filter building lower slab (elevation 578,50) and Filter building weir box slab ilt south end,
North side of weir box,
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
Reviewed By:
;J;.~~
Michael L. Medr
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
06-17-09
2087168
6490
6-11-09
4" x 8"
Knife River
3/4"
3,0%
8"
9:00 AM
ASTM C 31
RECEIVED
JUN 1 9 l009
I'
I
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, Inc..'s written authorization. r
jj
750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402, phone (541)684-3849' fax (541) 68f3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone(541)3824644' fax (541)382-4846
MLM:sc
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Page 1 of 1
11:"'llm";'lmltr.'~~'IIII\'mI
Geotechnical & Cons1rudion Services
Daily Field Report .
Client: EWEB Project: Hayden Bridge Water Filtration Date: 06-09 & 1 0-09
500E, 41h Ave, Plant Expansion Project',No.: 2087168
'Eugene, Oregon Springfield, Oregon Report!No,: E-23126
Inspector: A, Fenstermacher
ID No,:'! 5258882-49
ICC
Inspection of: Reinforced Concrete Weather: Overcast Contin~ous Inspection: 0
Contractor: Wildish Building BPNo.: 2008-00225 Periodic Inspection: 0
1
06-09-09: Performed preliminary inspection on the reinforcing steel for filter building lower slab
(elevation 578,50) and filter building weir box slab at south end, Reinforcing steei ~as checked for
grade, size, laps, quantities, locations, ties, clearance and supports, A final in,spection will be
performed prior to concrete placement '
!'
06-10-09: Performed final inspection on the reinforcing steel for filter building lower slab (elevation
578,50) and filter building weir box slab at south end, A preliminary inspection was performed on
06-09-09,
Observed the placement of 50,0 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 - 8"; concrete temperature - 71 F; air temperature - 62F; air conteni'- 3,0%,
Mr. Stucky was asked to notify our office when additional services are needed,
To the best of our knowiedge, 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:
fY1- i.1h:;-
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish BuildingCo,- Jake Stucky (email)
City of Springfieid . . MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pehains 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. J!
7m NN 0:meI1 Avenue' CoIvanis, Qegon 97330, phrne (541) 757-4698, fax (541) 757-2991
, 29540BAirportRoad' Eugene, Qegon97402' phcre(541)684-J849 'fax(541)~1
62979 NE PlateauDrive, Suite 3, Bend, Oregon 97701 'phone (541)382-4844' fax (541) 382-4846
I
RECEIVED
JUN 16 Jnll9
(~Ft)
11~'II~lrt;.I~Io'~aqtlIJI.lillIlI
'CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
DATE
06-12-09
07-03-09
07-03-09
Hold
AGE
(DAYS\
7
28
28
k~
If
Ii
Compressive sttength of Concrete
Ii 'ASTM C 39)
c.,eotechnirnl & Construction Services
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
'i
"
DATE I:
PROJECT NO,
REPORT NO,
EWEB
500E, 4'h Ave,
Eugene, Oregon 97440
BPNO,
2008-00225
IT
06-05-09 CAST BY D, Delatte DATE RECEIVED
"
4000 psi SPECIMEN SIZE
4000 psi, SACKS SUPPLIER i;
2440KIUOKS CEMENT MAX SIZE AGG,
Super/ Eclipse AIR CONTEr'lT
1 TICKET NO_ 3440488 SLUMp. '
700 F YARDAGE 5,0 OF 5,0 TIME i'
67" F WEATHER Overcast SPECIMEN ~TORAGE
54" diameter raw water penetration wall at contact basin north riser box, I'
06-12-09
2087168
6485
06-06-09
4" x 8"
Knife River
3/4"
3,5%
51/2"
9:40 AM
ASTM C 31
AVERAGE l'
It
AREA WEIGHT TOTAL COM PRESSIVE STRENGTH I!TIME OF TYPE OF
(IN_') (LBS) LOAD (LBS\ STRENGTH (PSI) (PSIl .: TEST FRACTURE"
12,56 8,50 57020 4540 ~18:35 AM 3
, ,
REMARKS: Jake Stucky (Wild ish) was advised of on-site test results,
-1- End Cones 2 _ Gone/Split 3 - Columnar 4-Diagonal 5-Side (top or bottom) 6-Side (pointed top or,bottom)
Reviewed By:
A,';(.~
Michael L. Me~ r
Technical Man er
-
c:
EWEB- Mike Sticklin9 (em ail) .
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,-Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
Knile 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 odull andlor 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 ' lax (541) 6s4-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 . phone (541)382-4644' lax (541) 382-4846
EWEB
500E. 4th Ave,
Eugene, Oregon 97440
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rl~1lU lef;4m~'~~'IlIJllllall
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
'{1-
Geotechnical & Construdion Services
,
Compressive St~ength of Concrete
t
(ASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO_
REPORT NO.
06-12-09
2087168
6442
B,P. NO_
2008-00225
05-15~09 CAST BY D, Delatte
4000 psi
4000 psi SACKS
2440KIUOKS CEMENT
Super; Eclipse; AEA
1 TICKET NO_ 3354448
680 F YARDAGE 10,0 OF
590 F WEATHER Clear
Slab on grade, west end of south ramp,
DATE RECEIVED
,
SPECIMEN ~IZE
SUPPLIER I
I
MAX SIZE ~,GG,
AIR CONTENT
SLUMP i'
TIME '
J,
SPECIMEN STORAGE
I;
05-16~09
4" x8"
Knife River
3/4"
4,0%
,8"
10:25 AM
ASTM C31
10,0
AVERAGE I
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH '~ TIME OF TYPE OF
, DATE (DAYS) (IN.'! (LBS) LOAD (LBSI STRENGTH (PSn (PSI) I. TEST FRACTURE"
I 05-22-09 7 12,56 8,53 61280 4880 1'3:30 PM 4
I 06-12-09 I' 28 12,56 8,53 71590 5700 ~: 8:20 AM 5
1 06-12-09 I 28 12,56 8,54 70010 5570 5635 1,8:25 AM 2
1 Hold
*"1 - End Cones 2 - Cone/Split 3;... Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results,
Reviewed By:
M~e;~~~
Technical Manager
c:
EWEB- Mike Stickling (emall)
EWEB- Wally McCullough (emall)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (emaH)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
Knife River
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,
I'
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 o~:full and/or any part
thereof be disclosed withoutFEI Testing & Inspection, Inc.'s written authorization. I',
7ffJ mil Cornell Avenue 'Cavallis, Oregon 97330, phone (541 ) 757-4698, lax (541) 757-2991
29540 B Airpat Road ' Eugene, Oregon 97402' phone (541)684-3849 '1ax(541)684-38s1
, , ,
630ffJ Corporate Place, Suite 2 - Bend, Oregon 97701 'phone (541) 382-4844, fax (541).382-4846
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1a.'lIflrl:"I~"'~:'IIII~_ Geotechnical & Construction Servio3S
;lient:
Project:
EWEB
500E_ 4th Ave,
Eugene, Oregon,
~
Page 1 of 1
,
Daily Field Report .
if
(
,
I!
Date: (
Project No.:I
Report No.: Ii
Inspector: I
10 No.: Ii
Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
06-03-09
2087168
E-23092
0, Delatte
1080867-88 '
ICC
nspection of: Reinforcing Steel
;ontractor: Wildish Building Co,
Weather: Overcast
BP No.: 2008-00225
Continuous1lnspection: 0
Periodic Inspection: I!'I
i
Performed preliminary reinforcing steel inspection for 54" diameter raw waier
penetration wall at contact basin north riser box, Reinforcing steel was checked for
grade, size, lap, placement and clearances, where applicable, #7 vertical rebar spaced
at 6" on center were not installed as shown in detail 0/309, #4 rebar 5" on center was
instalied on both sides of pipe penetration in same manner as is noted in detail for wall
above peneiration, The additional #7 bars shown were installed on each side liof
penetration as shown in detail. EOR to be contacted regarding "as-built" conditions, I'
Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site
observations and were asked to notify our office when additional services are needed',
,
i
,
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, !
I
:!
eviewed By:
~~~~
echnical Manager
=WEB- Mike Stickling (email)
=WEB- Wally McCullough (em ail)
JBEC- Pete Slocum (em ail)
Nildish Building Co_- Kevin Fitzjarrell (email)
Nildish Building CO,- Jake Stucky (email)
:;ily of Springfield
LM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to t'he 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 NoN ComeII Avenue' CorvaIfIS, 0rega197330 ' phme (541) 757-4698 ,fax (541) 757-2991
29540 B Airpat Road ' Eugene, 0rega197402 ' phme (541) 684J849 ,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
~ftl
11~'II~IIl:lIl~~"~~'IIII~IIIIHQ
CLIENT
DATE CAST
STRENGTH REQUIRED
,STRENGTH PLACED
PRODUCT CODE
,ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP,
POUR LOCATION
'tt
<k..;~ " ,~& Cor1slludbn Services
,
"
,
Compressive strength of Concrete
:: (ASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield. Oregon
DATE
PROJECT ~O,
REPORT NO.
I,'
06-05-09
2087168
6421
B,P. NO.
2008'00225
05-08-09 CAST BY D, Delatte DATE REC~IVED
4000 psi SPECIMEN ,SIZE
4000 psi SACKS SUPPLIER 1
2440KIUOKS CEMENT. MAX SIZE ~GG,
Super; Eclipse; AEA AIR CONTENT
,
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"fiIter entrance,
I:
!
05-09-09
4" x8"
Knife River
3/4"
2,8%
AVERAGE "
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH I TIME OF TYPE OF
DATE IDAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSIl (PSIl TEST FRACTURE"
05~15-09 '7 '12.56 8.41 55740 4440 I, 9:20 AM 6
06-05-09 28 12,56 8.43 74940 5970 , 8:30 AM 5
5890 Ii
06-05-09 28 12,56 8.46 73990 5930 8:35 AM 3
Hold
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 -Diagonal 5 - Side (top and bottom) 1. 6 - Side (top or bottom)
REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on,site test results,
Reviewed 8y:
IlJ ,'If.~
Michael L. Me" .
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB. Wally McCullough (email)
OBEC: Pete Slocum (email)
,Wil~ish I?uilding Co,- Kevin Fitzjarrell (email)
, Wildish Buildin9 Co" Jake Stucky (email)
City of Springfield '
t Knife River
MLM:sc
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~\)\l?~~~
~\l '
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and.p~rtains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part o"r full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. II
7fJJ NN Cornel Avenue' CorvaDis, Oregon 97330, phme (541) 757-4698' fax (541) 757-2001
29540 BAirportRoad ' Eugene, Oregon 97402, phone (541)684-3849 ,fax (541 )684J!l51
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846