HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-5-5
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11~'II"..'t""ll"I"'."'. Geotechnical & Construction Services
Compressive Strength of Masonry Prisms
ASTM C 1314
CLIENT EWEB
500E. 4th Ave.
Eugene, Oregon 97440
PROJECT Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT!NO.
05-05-09
2087168
6328
BPNO.
2008-00225
FEI REP.
D. Delatte
DATE RECEIVED
PRISM I.D.
. TIME
WEATHER'
04-09-09
8" x 6" x 16" Smooth Face
D'ATE CONSTRUCTED
DATE GROUTED
SOLID
DESIGN (F'M)
SPECIMEN STORAGE
LOCATION
04-07-09
HOLLOW XXX
1500 psi
ASTM C1314:'
6" wall in coagulant building (4' to 8').
Overcast
MORTAR: PSIITYPE
SAND
CEMENT
LIME
OTHER
TEMP.
SOURCEII.D.
18001 S
GROUT: PSI
AGG. SIZE
CEMENT
ADDITIVE
SLUMP
TEMP.
SOURCEII.D.
TICKET NO:
Spec Mix (Bagged)
SPECIMEN SPECIMEN SPECIMEN NET CROSS- COMPRESSIVE AVERAGE
TEST AGE HEIGHT LENGTH WIDTH SECTIONAL TOTAL STRENGTH STRENGTH
DATE (DAYS\' (IN.) (IN.l (IN.l AREA (IN.') LOAD (LBSl " (PSIl (PSIl
04-14-09 7 15.87 8.375 5.625 26.80 57280 2140
05-05-09 28 15.75 8.375 5.625 26.80 60140 2240
05-05-09 28 15.75 8.375 5.625 26.80 58945 2200 2220
Reviewed By
tJa~.(!::;--
Technical Manager
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCulloU9h (email)
OBEC- Pete Slocum (email)
Wildish Building CO.-'Kevin Fitzjarrell (email)
Wildish Buildin9 Co.- Jake Stucky (email)
City of Sprin9field
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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 o~ full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization:
750 rwv ComeIIAvenue' CorvaDis, Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541)684J849' fax (541)684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844. fax (541) 3824846
EWES
500E. 4th Ave.
Eugene, Oregon 97440
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11:irl'lllIICl:.fIlr~'~;'IIIJ~.lnC!l
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
DATE
05-05-09
05-26-09
05-26-09
Hold
AGE
(DAYSl
7
28
28
**1 - End Cones
Geotechnical & CoIlStrudion Servioas
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT' NO.
REPORT'Nq.
05-05-09
2087168
6388
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
B.P. NO.
2008-00225
04-28~09 CAST BY D. Delatte DATE RECEIVED 04-29-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER, Knife River
40-SE7 CEMENT MAX SIZE AGG. 314"
Super; Eclipse, AEA AIR CONTENT 5.6%
1 TICKET NO. 3379738 SLUMP 6 112"
6SO F YARDAGE 3.0 OF 3.0 TIME 1:20 PM
65" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Two (2) walls at 30" pipepenetration across from filter N2, catch basin slimp slab at south ramp.
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.38
TOTAL
LOAD (LBS)
46190
COMPRESSIVE
STRENGTH (PSIl
3680
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
"8:10AM
TYPE OF
FRACTURE"
3
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Jake Stuck (Wildish) was advised of on-site test results.
Reviewed By:
ti~'!~
Technical Manager
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wildish Buildin9 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 andfor any part
thereof be,,"disclosed without FEI Testing & Inspection, lnc.'s written authorization.
750 WJ CorneD Avenue' CorvaJlis, Oregon 97330 . phone (541) 757.<\698 . fax (541) 757-2991
29540 BAirportRoad . Eugene, Oregon 97402, phone (541) 684-3849 . fax (541) 6840851
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~'llflft;.lf.'~}'II'I~IiIHII
Geotechnical & Construction Servioos
'. Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date:; 05-01-09
500E. 4th Ave. Plant Expansion Prdjeft No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-22905
Inspector: D. Delatte
ID No.: 1 080867-88
ICC
Inspection of: Reinforced Concrete Weather: Clear Contihuous Inspection: 0
Contractor: Wildish Building Co. BPNo.: 2008-00225 Periodic Inspection: III
, "
'I
"
Performed Inspection,Qn the reinforcing steel in back wall at 30" pipe peditration across
from filter N2, catch basin pit walls at south ram p and retaining wall footing' at the west
end of south ramp. Reinforcing steel was checked for grade, size, lap, placement and
clearance. ' ,
Observed the placement of 10.0 yards of Knife River 4000 psi concrete (mix
2440K1 UOKS) in location noted above. Concrete was placed directly frofn truck and
was mechanically consolidated. Cast one (1 ) set of four (4) 4" x 8" concrete test
cylinders. Concrete temperature - 63F; air temperature - 59F; slump ~ 7 112"; air
content - 3.7%.
Jake Stucky (Wildish) was advised of the on-site test results and was 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
11"10-08 and applicable workmanship provisions' of the I.B.C., except if noted:'above.
Reviewed By:
/h.7(.~
Michael L Me.;;)
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email).
OBEC- Pete Slocum (em ail)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wild ish Building Co.- Jake Stucky (email)
City of Springfield. . . '
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CIVL'
M4Y 0 C(,
5 JflflQ
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 par1,or'full and/or any part
thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization. "
"
750 NN ComeIIAvenue' Corvallis, Oregon 97330, ~(541) 7574698, fax (541) 757"2991
. 29540BAirpatRoad' Eugene, 0reg0n97402' phone (541) 684J849 'fax(541)~1
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 . phone (541) 3824844 . fax (541)382-4846
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
DATE
I 05-01-09
1 05-22-09
1'05-22-09
I Hold
AGE
(DAYS)
7
28
28
**1 - End Cones
I:. .
Compressive ~trength of Concrete
, (ASTM C 39)
G.-v~~ " ;val & Construction Servires
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
"
PROJECT NO.
REPORT NO.
I
EWEB
500E. 4th Ave.
EUgene, Ore90n 97440
B.P. NO.
2008-00225
04-24-09 CAST BY D. Delatte
4000 psi
4000 psi SACKS
2440K1UOKS CEMENT
AEA, Super, Eclipse
1 TICKET NO. 3379658
650 F YARDAGE 2.0 OF 2.0
620 F WEATHER . Inside
Slab on grade at 30" pipe penetration across from filter NZ.
DATE RECEIVED
" II
SPECIMEN SIZE
" .
SUPPLIER :
MAX SIZE AGG.
. n . .
AIR CONTE~T
SLUMP! :.
TIME
SPECIME,N STORAGE
AREA
(IN;')
12.56
WEIGHT
{LBS!
8A9
TOTAL
LOAD (LBSl
50990
COMPRESSIVE
STRENGTH (PSIl
4060
AVERAGE
STRENGTH
{PSIl
:TIME OF
" TEST
'7:35 AM
05-01-09
2087168
6383
04-25-09
4" x8"
Knife River
314"
4.2%
4114"
1:05 PM
ASTM C31
TYPE OF
FRACTURE~
4
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom) II 6 - Side (top or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test results.
Reviewed By:
(h.'i(~
Michael L. Mea
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Buildin9 Co.- Kevin Fitzjarrell (email)
Wildish Building Co.- Jake Stucky (email)
. City of.Spriri9field
Knife River
MLM:sc.
" RtCt/tlE./
MAY 06
lfl!//I
This report and/or enclosed test da;ta is the confidential property of the clientto whom 'it is addressed and'ipe'itains to the specific
process and/or material evaluated. As such, information contain,ed 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 NW CaneIII Avenue. Corvallis, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991
29540 BAirpat I;<<lad . Eugene, 0reg0n97402' phone (541)684J849 'fax(541)~1
63050 Ccrporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax {~1 )382-4846
~fE)
Ilil'IINft;.UIio'~atl(IJ~.Ul.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
04-29-09
I 05-20-09
r 05-20-09
I' 'Hold
AGE
(DAYSl
7
28
28
Geotechnical & Construction ServiaJs
., i;
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Sprin9field, Ore9on
DATE
PROJECT NO.
. f"
REPORT'NO.
EWEB
500E. 4th Ave.
EUgene, Ore90n 97440
B.P. NO., . 2008-00225
CAST BY
D. Delatte
DATE RECEIVED
"
SPECIMEN SIZE
, .
SUPPLIER "
MAX SIZE AGG.
AIR CONTENT
'I
SLUMP , "
TIME
SPECIMEN STORAGE
04-22-09
3000 psi
3000 psi
30-1K
Fiber mesh; AEA
1 TICKET NO. 3353967
70' F YARDAGE 8.0 OF
65' F WEATHER Clear
Elevated slab: north end of coagulant buildin9.
SACKS
CEMENT
15.0
West end of slab.
AREA
(IN.')
12.56
TOTAL
LOAD (LBS)
27405
COMPRESSIVE
STRENGTH (PSI!
2180
AVERAGE
STRENGTH
(PSI!
TIME OF
r TEST
7:55 AM
WEIGHT
(LBSl
7.88
04-29-09
2087168
6372
04-23-09
4" x 8"
Knife River
314"
6.6%
5112"
8:15AM
ASTM C31
TYPE OF
FRACTURE**
5
**1 - End Cones' 2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom) I
6 - Side (top or bottom)
REMARKS: Jake Stucky (Wildlsh) was advised of on-site test results.
Reviewed By:
I!!c~~~
Technical Manager
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCullou9h (email)
OBEC- Pete Slocum (email)
Wild ish Buildln9 Co.- Kevin Fitzjarrell (email)
Wildish Buildin9 Co.- Jake Stucky (email)
City of Springfield '
Knife .River
~L1V'.:.sc
R~C .'
114 v ~I !rJ.~/
10.1 '.
))In.
:~
. "
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and' pe'rtains 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 b~ disclosed without FEI Testing & Inspection, Inc.'s written authorization.:,
750 fW'J CanelIAVenue' Cavallis, Oregon 97330. phone (541) 757.4698, fax (541) 757-2991
29540 BAirport Road. Eugene, Oregon 97402. prone (541)684-3849: fax (541)684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 i 3824846
I! II
SfEJ
Page 1 of 1
..;"'llflri;lIlflro'l:lllllllll_
Geotechnical & Construc:lion Servres
, Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 04-28-09
500E. 4'h Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon R~pbrt No.: E-22881
In!lpector: D. Delatte
10 No.: 1080867-88
II ICC
';1 i:
Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building Co. BP'No.: 2008-00225 P~riodic Inspectio'n: . 0
ii ,:
,
,
Performed inspection on the reinforcing steel for two (2) walls at.30" pipb penetration
across from filter N2 and sump slab at catch basin at south ramp. Reinfo'rcing steel
was checked for grade, size, lap, placement and clearance. Reinforcl~g: steel was
secured and supported above grade. "
I
Observed the placement of 3.0 yards of Knife River 4000 psi concrete (mix 40-SE7) in
, if
areas noted above. . Concrete was placed by wheelbarrow or directly from, truck and
was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test
cylinders. Slump - '6 1/2"; concrete temperature - 68F; air temperature'- 65F; air
content - 5.6%. " .
Jake Stucky (Wildish) was advised of the on-site test results arid was asked to notify
our office when additional services are needed. . . .
To the best of our knowledge, the work inspected was in accordance witn plans dated
11-10-08 and applicable workmanship provisions of the LB.C., except if noted above.
Reviewed By:
j/J. t.~--
Michael ~. M/Yer
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell{email)
Wildish Building Co.- Jake Stucky {em ail)
City of Springfield
MLM:sc
RtCtllltD
MAY 0 A
7 Jf/1l9
:i Ii
This report and/or enclosed test data is the confidential property of the client to whom it.is addressed ant:! pe,rtains 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 wri~ten authorization::~ i;
,
750 rwv 0:meI1 Avenue' Corvallis, ()egon 97330 . phone (541) 7574198 . fax (541) 757-2991
29540 BAirpat Road . Eugene, ()egon 97402. phone(541)684J849'fax(541)684-38s1
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 ' fax (~1 j 382-4846
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (~BS\ LOAD (LBS) STRENGTH (PSIl
'04'07-09 7 12.56 8.54 66500 5290
04-28-09 28 12.56 8.56 91205 7260
04-28-09 28 12.56 8.56 89460 7120
Hold
~;FEI
n~'llNrt;.U"';jI'IIII1I_
CLIENT
EWEB
500E. 4th Ave.
EUgene, Ore90n
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
""'1 - End Cones
:1 :1
CCVW ..1ica1 & Construction ServicEs
'I
Compressive Strength of Concrete
'! .. (ASTM C 39)
PROJECT
DATE
PROJECT NO.
REPORTN9.
04-28-09
2087168
6308
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
B.P. NO.
2008'00225
03-31-09 CAST BY A. Fenstermacher DATE RECEIVED
4000 psi SPECIMEN SIZE
"
4000 psi SACKS SUPPLIER .
11 .,
40-SE7 CEMENT MAX SIZE AGG. 314"
"
Super; Eclipse; Hot water; AEA AIR CONTE!>lT 3.5%
2 TICKET NO. 3354306 . SLUMP " .1 7 112"
65" F YARDAGE 7.0 OF 15.0 TIME)I 10:10 AM
47' F WEATHER Overcast SPECIMEN ,STORAGE ASTM C31
Interior coa9ulant buildin9 stairs and elevated walkway, north riser box slab"and two (2) elevated slabs
. :r ,I
above, chemk:al containment room two (2) housekeeping pads, contact ~a~in northwest comer
walkway extension. '
From north riser, box slab.
04-01-09
4" x8"
Knife River
AVERAGE
STRENGTH
(PSI)
.' TIME OF
TEST
8:25 AM
,,8:45 AM
" 8:50 AM
TYPE OF
FRACTURE*"
5 I
3 I
5 I
I
7190
2 - Cone/Split
3 - Coluffi.nar
4 - Diagonal
5 - Side (top and bottom)
:1 .
6 - Side (top or bottom)
REMARKS: Mike Sticklin9 (EWEB) was advised of on-site test results.
Reviewed By;
A .'-It/flu. ---
Michael L ~eyr
Technical Manager
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.~ Kevin Fitzjarrell (email)
Wild ish Building Co.- Jake Stucky (email)
City 'of Springfield
Knife River
MLM:sc .
t?~c" .
. 4,01' ~/t/~"
. -J 0 "'-f.,:
~49
,I
This.report and/or enclosed test data is the confidential property of the client to whom it is addressed and.pedains 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 disclos.ed without FEI Testing & Inspection. Inc. 's written authorization':1 '
750 NN ComeIIAvenue' Corvallis, Oegon 97330, ptxJne (541) 757-4698, fax(541) 757-2991
29540 B Airpat Road . Eugene, 0reg0Ii 97402 . phone (541) 684-3849 . fax (541) 684:J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~fEl
Page 1 of 1
11~'llllrf:<lr~~'~1'1111~_
G.:...~ ,1ica1 & Construction Servires
Daily Field Report.
Client:
EWEB
500E. 41h Ave.
Eugene, Oregon
Project:
Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
"
Date:
prbject No.:
R~p6rt No.:
Inspector:
IDi'No,:
04-24-09
2087168
E-22863
D. Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete'
Contractor: Wildish Building Co.
Weather: Inside
BP No.: 2008-00225
'I
Continuous Inspection: 0
Pe'riodic Inspection: 0
"
:1'
Performed inspection on the reinforcing steel for slab on grade for 30" pipe penetration across from
filter NZ. Reinforcing steel;was checked for grade, size, lap, placement and clearance. Reinforcing
steel was secured and supported above grade.'
"
Observed the placement of 2.0 yards of Knife River 4000 psi concrete (mix 40-SE7) for slab noted
'I I'
above. Concrete was placed by wheelbarrow and was mechanically consolidate. Cast one (1) set
of four (4) 4" x 8" concrete test cylinders. Slump - 4 1/4"; concrete' temperature - 65F; air
temperature - 62F; air content - 4.2%. .~ ;'
" II
, ~
Jake Stucky (Wildish) was advised of the on-site test results and was asked to :notify our office
when additional services a~,e heeded. .
To the best of our knowledge, the work inspected was in accordance with plahs'dated 11-10-08
and applicable workmanship provisions of the LB.C., except if noted above.
Reviewed By:
(Ji, ~fJ~
Michael L. MeVer
Technicai Manager
c:
EWEB- Mike Stickling (email)
EWEB- 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
, " 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 and/or any part
. thereof be disclosed without FEr Testing & Inspection, Inc.'s 'vVritten authorization':1 :1
.. , ~
750 tom Cornell AVffUJa' CavaIIis, 0regm97330' phone (541) 7574698, fax (541) 757-2991
29540 BAirpatRoad' Eugene, Oregm 97402, phone (541)684J849 .fax(541)684.3Bs1
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (~1) 382-4846
,i .,
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Page 1 of 1
11a.'lIflft;"I~~' :i;III'J~.I~I.
Geoted1nical & Constnidi:in Services
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date:. 04-23-09
500E. 41h Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-22842
Inspector: D. Delatte
ID No.: 1080867-88
ICC
Inspection of: Epoxy Anchors/Dowels Weather:. Inside Continuous Inspection: 0
Contractor: Wildish Building Co. BP No.: 2008-00225 Periodic Inspection: 0
Observed the installation of nineteen (19) 518" x 18" stainless steel all thread anchors
and ten (10) #5 hook bars as follows: #5 hook bar into existing slab, five (5) on each
side for new wall to slab' connection; six (6).518" anchors along the bottom of ftume wall
for new slab, four (4) into existing flume wall at two (2) locations for new walls, three (3)
on one side and two (2) on the other side of existing stem wall for new wall connection.
Anchors and dowels are for new slab and wall connection at concrete trench pipe (30")
penetration across from filter NZ. Prior to installation, the predrilled holes were cleaned
with a brush and compressed air. Verified minimum embed depth of 6" for all
locations. The dowels and anchors were secured with Epcon A-7 epoxy adhesive
(ICC-ESR 23511 expiration date 05-12-10).
To the best of our knowledge, the work inspected was in accordance with plans dated
11-10-08 alld applicable workmanship provisions of the LB.C., except if noted above.
Reviewed By:
/JJ . -;(,~
Michael L Miler
Technicai Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (emaii)
Wildish Building Co.- Kevin Fitzjarrell {em ail)
Wildish Building Co.- Jake Stucky (emailj.
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 andler.material evaluated. As such, information contained herein shall not be reproduced in part orfull and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NN CarielIAvenue' Cavanis, Oregon 97330, phore(541) 7574698, fax (541) 757-2991
29540 BAirport ROad. Eugene, Oregon 97402. phore(541)684-3849' fax (541) 6843851
63050 Corporate Place, S~ite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
CLIENT . EWEB
500E. 4'h Ave. .
EUgene, Ore9on 97440
~ftt
11~1I1flrl;~I~"'~;"IIIJIIIllm_.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO. .
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
1
, I':
1
I
TEST
DATE
04-23-09
05-14-09
05~ 1-4-09'
Hold
AGE
(DAYS)
7
:28
28
**1 - End Cones
Geotechnical & Corstrudion Servires
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water..
Filtration Plani Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
04-23-09
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. 314"
Super; Eclipse; AEA AIR CONTENT 4.7%
1 TICKET NO. 3354307 SLUMP 6 112"
60" F YARDAGE 10.0 OF 36.0 TIME 9:20 AM
48" F WEATHER Clear SPECIMEN STORAGE ASTM C31
EQ Tank rin9 wall and center pad footing and three (3) walls at north riser box to elevation 5880
1 " lift in rin9 wall.
AREA
(IN.')
.12.56.
WEIGHT
(LBSl
8.36
COMPRESSIVE
STRENGTH (PSIl
3810
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
, 8:35 AM
TYPE OF
FRACTURE-
2
TOTAL
LOAD (LBS)
47885
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:
f11, .,r.~
Michael L Meyer
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 Six!n9field .
KriifeRiver .
MLM:sc
R~C'
4p,f < 1f€'1 V!:i.
lt7t7g
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertai"ns 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 NVV Cornel Avenue' eavaUis, Oegon 97330. phcine(541) 757-4698, fax(541) 757-2991
. 29540 B Airport Road . Euge1B, Oegon 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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Page 1 of 1
11:"IIHrt*I~i.'~~'II'I~_
Gc.v~""'; " ,icaI & Construction Ser\Iires
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 04-22-09
500E. 41h Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon . Springfield, Oregon Report No.: E-22829
Insp'~ctor: D. Delatte
10 No.: 1080867-88
ICC
Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: 0
Contractor: Wildish Building Co. BPNo.: 2008-00225 Periodic Inspection: 0
Performed final inspection on the reinforcing steel for elevated slab at the north end of
coagulant building. Preliminary reinforcing steel inspection was performed on 04-16-09
(reference FEI report E-22789).
.Observed the placement of 15.0 yards of Knife River 3000 psi concrete (mix 30-1K)
with fiber mesh into slab noted above. Concrete was placed by pump and
mechanically consolidated. Cast one (1) set of four (4) 4" X 8" concrete test cylinders
'frorl1'load 1. Slump - 5 1/2"; air temperature - 65F; concrete temperature - 70F; air
content - 6.6%.
. ,Jake Stucky (Wildish) 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
11-10-08 and applicable workmanship provisions of the LB.C., except if noted above.
Reviewed By:
/?J. .';1(~~
Michael L ~e4~-
Technical Manager
-
----------
~~--
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell {em ail)
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
processand/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
I thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 rwv ComeIIAvenue' Corvallis, Oegon 97330. phone (541 ) 757-4698, fax (541) 757-2991
29540 BAirport Road, Eugene, Oegon 97402 . phone (541)684-3849. fax (541)684J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
~......~
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. Page 1 of 1
.f:.;mICl;'W,'~IIlI'lI.IWII
Gc.v:c.:; "lical & Construction Servires
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 04-16-09
500E. 4th Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-22789
Inspector: D. Deiatte
10 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 final inspection on north, south and west walls of nort~ riser box for contact.
basin to elevation 588.0' and' EO tank ring wall foundation and' center pad footing.
Preliminary reinforcing steel inspections were performed by our office on 04-03-09 and
04-10-09 (reference FEI reports #E22689 and #E22744). Note: The reinforcing steel
in center pad footing at EO tank was corrected.
Observed the placement of 36 yards of Knife River 4000 psi concrete (mix 40-SE7) in
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. The on-site
test results from load 1 are as follows: slump- 6 112"; air temperature- 48" F; concrete
temperature- 60' F; air content- 4.7%.
Also, performed preliminary inspection on reinforcing steel for the elevated slab at the
north end of coagulant building. The reinforcing was checked for grade, size, lap,
placement and clearance. Reinforcing steel was secured with tie wire. and supported
above grade.
Jake Stucky (Wildish) 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:
0212008, All State Tank submittal dated 11-10-08, EWEB email dated 04-13-0gf.,!
regarding tank foundation stirrups and applicable workmanship provisions of the LB.C.;
except if noted above.
Revi~wed By:
fJ;. ';7(.~
Michael LMett
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
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 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.
750 NIV CaneIIAvenue' CavaIIis, Qegoo 97330, phone (541) 7574698: fax (541) 757-2991
29540 B Airpat Road . Eugene, Qegoo 97402 . phone (541)684-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)3824844' fax (541) 3824846