HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-3-17
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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
03-17-09
. 04-07-09
04-07-09
Hold
AGE
(DAYS)
7
28
28
**1 - End Cones
Geotechnical & Construclion, Services
Compressive Strength of Concrete
(ASTM C 39) .
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
,~pringfield, Oregon
\-\~ cte.n €,' '
2008-00225 ~
03-17-09
2087168
6262
DATE
PROJECT NO,
REPORT NO,
3q~'1
B,P,NO,
03-10-09 CAST BY A, Fenstermacher DATE RECEIVED 03-11-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse; AEA;: Hot water AIR CONTENT 5,6%
3 TICKET NO, 3354206 SLUMP 7"
60",F YARDAGE 9,0 OF 54,0 TIME 9:20AM
,
36" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
Coagulant building'topping slab; raw water channel west wall south of wall.#24; south stop log gate
North riser box; curb:build-up north riser box,
From thickened edge, east side, center.
AREA
(IN,')
12,56
WEIGHT
(LBSl
8,17
TOTAL
LOAD (LBSl
45730 .
COMPRESSIVE
STRENGTH (PSn
3640
AVERAGE
STRENGTH
(psn
TYPE OF
FRACTURE**
5
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, '-/IA;-
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 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 disclose'd without FEI Testing & Inspection, tile. 's written authorization.
7fJJ rwv ComeII A;mue' Cm-alIis, ~ 97330, phone (541)757-4698' fax (541 )757-2991
29540 B,Ajrport Road ' Eugene, ~ 97402 ' phone (541) 684J849 ,fax (541) 684-J851
63050 Corporate Place, Su~e 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
~.....~
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Page 1 of 1
Geoted1nical & Cor1s1Juc!ion SEirvires
Daily Field Report .
1I:"lIflrl;.IO:I~~.lltl~.I~t"
Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
511~n ~dCn bn~
Date:
Project No,:
Report No,:
Inspector:
10 No,:
EWEB
500E, 4th Ave,
Eugene, Oregon
03-1 3-09
2087168
E-22564
D, Delatte
1080867-88
ICC
Inspection of: Epoxy Anchors
Contractor: Wildish Building Co,
,Weather: ,Clear
.BP No,: 2008-00225
Continuous Inspection: 0
. Periodic Inspection: &'I
Observed the placement of ninety-eight (98) 5/8" x 7". stainless steel epoxy all thread
anchors as foliows: fourteen (14) each seven (7) locations for stop log gates at the west
end of contact basin #3, Prior to 'installation, the predrilled holes were cleaned with a
brush and compressed air, Verified minimum embed depth of 3", Anchors were
secured with Epcon A7 epc)xy adhesive (ICC-ESR 2351/ expiration date 12-08~10 and
05-10-10), Contractor stated nuts will be tightened after epoxy has cured,
Jake Stucky (Wild ish) was asked to notify our office when additional services are
needed,
To the best of our knowledge, the work Inspected was in accordance with EWEB
memo dated 01-23-09 and applicable' workmanship provisions of the I.B,C" except if
noted above,
Reviewed By:
!Ja~~-(!:;r-
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 (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 tathe 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~d without FEI Testing & Inspection, Inc.'s written authorization. '
700 WI ComeIIAvenue' CorvaI~,Oregon 97330' phone (541) 757-4698' fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402 'rfune(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~'llfLCI;lIl~.'1:i1;"lllli_
Geoted1nical.& ConstrucOOn Servires
Daily Field Report
Client:
EWEB
500E. 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration Date:
Plant Expansion Project No,:
Springfield, Oregon Report No.:
~q 51 \-b.46.en e,nclff- Inspector:
, ID No,:
03-13-09
2087168
E"22562
D, Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co,
Weather: Clear
BP No,: 2008_00225,
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on reinforcing steel for two (2) 36" pipe collar walls and.one
(1) 30" collar wall at penetrations into gallery; two (2) 40" collar walls at penetration into
water channel settlement area and top haif of threshold grade beam at overhead door,
'in coagulant building, Reinforcing steel was checked for grade, size, lap, placement
, and clearance, Reinforcing steel was secured with tie wire,
Observed the placement of 20 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"; air temperature- 58F; concrete
temperature- '72F; air content- 4,1 %, '
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
. 02/2008, revisions on sheet S431 dated 03-09-09 and applicable workmanship
provisions of the I.B,C" except if noted above,
Reviewed By:
/h,~,~
Michael L. Meyer
Technical Man~ger
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 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.
700 r-N>J ComeIIAvenue' Cavallis; CXegon 97330' phooe(541) 757-4698, fax (541) 757-2991
29540 BAiipalRoad ' Eugene; Q-egon 97402, phme(541)684J849' fax (541)684-J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
(~FE)
Geotechnical & Construction SeIvires
Compressive Strength of Concrete
(ASTM C 39)
11~'II~ICl;<liII~'''':I;'IIIII'_
CLIENT EWEB
500E. 41h Ave,
, Eugene, Oregon
PROJECT Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO,
2:,C15-lngf~d, or~ ~v1~E:IORT NO,
B,P, NO, , 2008-002~ " "'()
03-12-09
2087168
6211
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
02-12-09 CAST BY A, Fenstermacher DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
, 40-SE7 CEMENT MAX SIZE AGG,
Super; Eclipse; Hot water AIR CONTENT
2 TICKET NO, 3354147 SLUMP
650 F YARDAGE 10,0 OF 20,0 TIME
4r F WEATHER Partly Sunny SPECIMEN STORAGE
Elevated slab as follows: above wall # 20 and 30; raw water channel lid above wall #26,
LOAD 2 SAMPLED
Above wall #30,
02-13-09
4" x 8"
Knife River
3/4"
4.4%
7"
11:20AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.'! (LBS\ LOAD (LBSI STRENGTH (PSIl (PSI! TEST FRACTURE-
02-19-09 7 12,56 8,36 56335 4490 8:10AM 2
, ,03-12-09 28 12,56 8,38 70340 5600 1:30 PM 3
03-12-09 28 12,56 8,39 70330 5600 5600 1:35 PM 5
Hold
u 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 ,X'.f}1AJ
Michael L MeyefJ
'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
I?€ '
,C€/VI20
114/( ,
1,7 Jp
, ' ,', ~
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.
MLM:sdd
7ffJ Nt/V CanelI Avenue' CoNaIlis, Oregon 9733O ' phone (541) 757-4698 ,fax (541) 757-2991
29540 B Airport Road ' Eugene, Oregon 97402 ' phone (541)684-d849 ,fax (541 )ll84J851
63050 COlporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
&fEJ
Page 1 of 1
11:"IIHrf:.rr~'~:"II'H.IH.
Gootechnical & Construction SeMres
Daily Field Report
Client:
EWEB
500E, 41h Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
~9S1 ~den e:.,,,a.~{,
Date:
Project No,:
Report No,:
Inspector:
IDNo,:
03-11-09
2087168
E-22541
A. Fenstermacher
5258882-49
ICC
Inspection of: Epoxy Anchorsl
Reinforcing Steel
Contractor: Wild ish Building Co,
Weather: Fog
BPNo,: 2008-00225
Continuous Inspection: 0
Periodic Inspection: 0
Performed conti'nuous 'inspection during the instaliation of fifty-two (52) 5/8" x 8" vertical
and, horizontal stainless steel, all thread anchors for stop log gates at north and south
walis of settled water channel. Prior to instaliation, the predrilied holes were cleaned
with compressed air and a brush, Verified minimum embedment of 5", Anchors were
secured with Epcon A7 (ICC_ES ESR- 2351/expiration date 05-10'10), Contractor
stated that nuts would be tightened after epoxy has cured,
Also, performed preliminary inspection on the reinforcing steel for 30" and, 36" pipe
coliars in clear' weli under filter N3 and settled water channel, respectively, Reinforcing
steel was checked for size, laps, grade, quantities, locations, ties, clearance and
supports, A final inspection will be performed prior to concrete placement.
,Note: received revised drawing dated 03-09-09 regarding rebar noted in FEI report
number E22522 dated 03-09-09, .
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
02/2008, revised drawing D31267-S431 dated 03-09-09 and applicable workmanship
provisions of the LB,C" except if noted above,
Reviewed By:
jJJ, ~ ~
Michael L Meyer
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Waliy McCuliough (em ail)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarreli (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.
7m rwv CanelIAvenue' CootaI~, Oegoo 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirpa1 Road' Eugene, Oegoo 97402, phone (541 )684-J849 '.fax(541 )684-J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541 ) 382-4844 ' fax (541) 382-4846
~Ftj
Page 1 of 1
11~'IINrt;.lf..'~Ull'J\!IiIHCI
Gou~ ,,1ica1 & Construction Services
Daily Field Report
Client:
EWEB
500E, 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon .
~C\'S1 \-\CA>.\c\ev1 ~~
Date:
Project No,:
Report No,;
Inspector:
10 No.:
03-10-09
2087168
E-22556
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building
Weather: Overcast
BP No.: 2008"00225
Continuous Inspection: 0
Periodic Inspection: 0
Performed final inspection on the reinforcing steel for coagulant buiiding toppin9 slab,
Raw water channel west wall south of wall #24, 'south stop log gate north riser box,
curb build-up north riser box: A p(eliminary inspection was performed on 03-09-09 (ref
FEI report no, E22522),
Observed the placement of 54 cu/yds, of Knife River 4000-psi concrete (mix #40-SE7)
into areas noted above, Concrete was placed by pump and was mechanically
. consolidated, Load 1 was tested for air coptent during initial discharge, Test result
was 7,0%, Load was mixed for several minutes and retested, Test result was 5,0%
and load was placed, Mike Stickling (EWEB) was advised, Cast one (1) set of four (4)
4" x 8" compressive strength cylinders from load 3, The results are as follows:
Load 3 - slump: 7"; concrete temperature: 60" F; air temperature: 36" F; air content:
5,6%,
Jake Stucky (Wildish Building Co,) was advised of on-site test results and 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:
11.~~
Michael L. Mey; ,
Technical Manager
C:,
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Siocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
R.tC
At4..p (i V ~/J'
<,J
1t't',9
MLM:ld
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, loc.'s written authorization.
700 r-m Cornell Avenue 'CorvaIDs, Oregon 97330' phcne (541) 757-4698' fax (541) 757-2991
29540 B Airport Read . Eugene, Oregon 97402 ' phcne (541) 684,'l849 ,fax (541) 68<h3851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
~.....~
~y.rtl
Page 1 of 1
112r.'llNrt;"ln,'nallll~liIh'la
G:..,l~ ,,1ica1 & Construdion Servioes
Daily Field Report .
Client:
EWEB
500E, 4th Ave,
Eugene, Oregon
'Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
~~51 ~cl.e.n-e,~
Date:
Project No,:
Report No,:
Inspector:
10 No,:
03-09-09
2087168
E-22522
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforcing Steel
Contractor: Wildish Building
Weather: Showers
BP No,: 2008-00225
Continuous Inspection: 0
Periodic Inspection: 0
P!lrformed preliminary inspeciion on ,the reinforcing steel for'coagulant buildin9 topping
slab with curb, 'raw water channel west wall section south of wall #24, south step log
,gate north riser box, curb build-up at north riser box, coagulant building threshold at
overhead door, north and center 42" pipe collar wall in gallery, Reinforcing steel was
checked for size, grade, laps, quantities, locations, ties, clearance and supports, ,A
final inspection will be performed prior to concrete placement.
Note: Collar wall details show #6 vertical bars. As built, #5 vertical bars are
installed, Verbal approval has been obtained from Engineer of Record to bundle,
an additional #5 bar at three (3) locations, Written approval is pending,
Jake Stuckey (Wildish Building Co,) 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, RFI #58 dated 12-12.08 and applicable workmanship provisions of the I.B,C"
except if noted above,
Reviewed By:
A, '/,.I~----
Michael L M~ .
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:ld
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 andlor any part
thereof be disclosed without FEI Testing ~.Inspection, Inc.'s written authorization.
7'3JNN ComeIIAvenue' Corvanis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991
29540 BAirpatRoad' 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
~ftJ
Page 1 of 1
Geotechnical & Construction Servires
Daily Field Report
11a.'IJfICl;.J~~'~:"I(II/.I~I.
Client:
F'roject: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
~S1 ~cl.tn ~~
Date:
Project No,:
Report No,:
Inspector:
10 No.:
EWEB
500E, 4th Ave,
Eugene, Oregon
03-06-09
2087168
E-22523
D, Delatte
1080867-88
ICC
Inspection of: Epoxy Anchors
Contractor: Wildish Building Co,
Weather: Overcast
BP No,: 200~-00225
Continuous Inspection: D
Periodic Inspection: 0
Observed the installation of six (6) 3/4" x 13" stainless steel all-thread anchors into slab
for' new stair base connection in the southwest corner of contact basin #3 (new), Prior
to installation, the predrilled holes were cleaned with a brush and compressed air,
Verified the minimum embed de'pth of 10", Anchors were secured with Epcon A-7
epoxy adhesive (ICC- ESR 2351) with an expiration date of 11-07-09,
Mike Stickling (EWEB) was notified of on-site observations,
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:
;1. ';1',1'4
Michael L. Me7er
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 (email)
City of Springfield
MLM:ld
"
.'
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 andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andler any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s wr~tten authorization.
7ffJ NN CaneD Ava-oo' Cavallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402, phone (541)684-J849 'fax(541)684-J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846