HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-1-27
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GcvlcG: ,nical & Construcli:Jn Servi<iJs
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 01-27-09
500E. 4th Ave. Plant Expansion Project No.: 2087168
Eugene. Oregon Springfield, Oregon Report No,: E-22278
Inspector: A. Fenslermacher
. 10 No.: 5258882-49
ICC
Inspection of: Epoxy Dowels/
Reinforcing Steel Weather: Snow/Showers Continuous Inspection: D
Contractor: Wildish Building Co. BPNo,: 2008-00225 Periodic 'Inspection: 0
Performed continuous inspection during the inslallation of sixty~two (62) #4 x 24"
vertical dowels into coagulant building slab on grade for elevated walkway support walls
tie-in. Prior to installation, the predrilled holes were cleaned with compressed air and a
brush. Verified minimum embedment of 4". Dowels were secured with Epcon A7 (ICC-
ES ESR-2351/ Expiration dale 11-07-09). .
Also, performed preliminary inspection on the reinforcing steel for east and west raw
waler channel walls above wall #24. Reinforcing steel was checked for size, grade,
iaps, quantities, locations. ties, clearance and supports. Final inspection will be
performed prior to concrete placement.
Brady (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 and applicable workmanship provisions of Ihe I.B.C., except if noted above.
Reviewed By:
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Michael L. -Me~-
Technical Manager
c:
EWEB- Mike Slickling (email)
EWEB- Wally McCullough (em ail)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Filzjarrell (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, lnc,'s written authorization.
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750 r-NV ComeIIAvenue' Cavallis. Qegon 97330, phore(541) 757-4698 . tax (541) 757-2991
29540 B Airport Road . Eugene. Qegon 97402 . phone (541) 684-J849 . tax (541) 684-3851
63050 Corporate Place, Suile 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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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 3 SAMPLED
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO,
REPORT NO,
01-27-09
2087168
6156
Hayden Bridge Waler
Filtralion Planl Expansion
Springfield, Oregon
B,P,NO,
. 2008-00225
12-30-08 CAST BY A. Fenslermacher DATE RECEIVED 12-31-08
4000 psi SPECI~EN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG. 3/4"
AEA; hol waler; Eclipse AIR CONTENT 4.3%
3 TICKET NO, 3160659 SLUMP 51/2"
62" F YARDAGE 10.0 OF 44.0 TIME 1:20 PM
44" F WEATHER Overcasl SPECIMEN STORAGE ASTM C31
Wall #30; section of wall soulh of #28; elevaled slab above wall #26; soulh side, wesl half of ramp wall.
Sel2
From 3" lift in wal( soulh of #28.
AVERAGE
TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) {IN.'l (LBSI LOAD (LBSI STRENGTH (PSn {PSn TEST FRACTURE~
01-06-09 7 12.56 8.3 49300 3930 10:20 AM 3
01-27-09 28 12.62 8.4 67900 5380 8:10AM 4
01-27-09 28 12.62 8.4 66600 5280 5330 8:15AM 3
Hoid
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (lap or bottom)
REMARKS: Mike Slickling (EWEB) and Jake Stucky (Wildish) were advised of on-sile lesl resulls.
Reviewed By:
~~e~'::;'-
Technical Man.ager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCuilough (email)
OBEC- Pete Slocum (email)
Wildish Buildin9 Co.- Kevin Fitzjarreil (email)
Wildish Building Co.- Jake Slucky (email)
City of Springfield
Knife River
MLM:sc
This report and/or enclosed test data is the confidential property of the client to VJhom iUs addressed and pertains to the specffic
process and/or material evaluated. As su.ch, information contained herein shall not be reproduced in part or full and/or any part
. thereof be disclosed without FEI Testing & Inspection, tnc.'s written authorization.
700 r-NV ComeIIAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax(541) 757-2991
29540 BAirpatRcaJ . Eugene, Oregon 97402 . phone (541)684J849 ,fax(541 )684-3851
63050 Corporale Place. Suite 2 . Bend. Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846.
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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 4 SAMPLED
Geotechnical & Construction Servires
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water
Filtralion Planl Expansion
Springfield, Oregon
DATE
PROJECT NO,
REPORT NO.
01-27-09
2087168
6155
B,P. NO.
2008-00225
DATE RECEIVED
SPECIMEN SIZE
. SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
. SPECIMEN STORAGE
12-31"08
4" x8"
Knife River
3/4"
6.0%
61/2"
9:20 AM
ASTM C31
12-30-08 CAST BY A. Fenstermacher
4000 psi (3000 at sump) .
4000 psi SACKS
40-SEF CEMENT
AEA; hol waler; Eclipse; WRDA64; Fibers
4 TICKET NO. 3160650
57" F YARDAGE 10.0 OF 90,0'
360 F WEATHER Overcasl
Slab numbers 6, 12 and 14; coa9ulanl building sump pad.
Sel1
Northwesl comer of slab 14.
AVERAGE
TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS\ (IN.') (LBS) LOAD (LBSl STRENGTH (PSIl (PSIl TEST FRACTURE~
01-06-09 7 12.56 8.2 41000 3260 10:15AM 4
01-27-09 28 12.62 8.2 61200 4850 8:00 AM 5 1
01-27-09 . 28 12.62 8.2 60000 4750 4800 8:05 AM 6 I
Hold I
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Mike Slickling (EWEB) and Jake Stuckey (Wildish) were advised of on-sile test results.
Reviewed By:
Ih.x.~~
'Michael L. MeyV .
Technical Manager
c:
EWEB- Mike Sllckling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wild ish Building Co.- Kevin Fitzjarrell (email)
Wildish Building Co.- Jake Stucky (email)
Cily of Springfield '
Knife River
MLM:sc
This report and/or enclosed test data is the confidential property of the cHent to whom it is"addressed and pertains to the specific
process andfor 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.
7fiJ t-m Canell Avenue' CavalfIS. Oregm 9733O. phone (541) 757-4698, fax (541) 757-2991
29540BAiIportRoad' Eugene, 0regm97402' phone (541)684J849 'fax(541)684J851
63050 Corporale Place. Suile 2 . Bend. Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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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 2 SAMPLED
TEST
DATE
01-29-09
02-19-09
02-19-09
Hold
AGE
(DAYS)
7
28
28
**1 - End Cones
Geotechnical & Construcfun Servioas
Compressive Strength of Concrete.
,
(ASTM C 39)
PROJECT
DATE
PROJECT NO,
REPORT NO,
01-29-09
2087168
6182
Hayden Bridge Water
Fillralion Planl Expansion
Springfield, Oregon
B,P,NO.
2008-00225
01-22-09 CAST BY A. Fenslermacher DATE RECEIVED 01-23-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG. . 3/4"
Super; Eclipse; Hol water AIR CONTENT 3.8%
2 TICKET NO, 3354040 SLUMP 6"
65' F YARDAGE 10.0 OF 20.0 TIME 12:00 PM
42' F WEATHER Overcasl SPECIMEN STORAGE ASTM C31
Elevaled walkway above wall 22; easl and wesl walls of raw waler channel above wall 26; wesl wall of
raw water channel above wall 30.
From walls.
AREA
(IN.')
12.62
TOTAl
LOAD (lBS)
47910
COMPRESSIVE
STRENGTH (PSI)
3800
AVERAGE
STRENGTH
(PSI)
TIM E OF
TEST
3:45 PM
TYPE OF
FRACTURE~
3
WEIGHT
(LBS)
8.40
2 - Cone/Split
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
3 - Columnar
REMARKS: Jake Slucky (Wildish) was advised of on-site tesl resulls.
Reviewed By:
/h,~.~
Michael L. Me..Jlr
Technical Manager
c:
EWEB- Mike Slickling (email)
EWEB- Wally McCullough (email)
OBEC- Pele Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wildish Building Co.- Jake Stucky (email)
Cily 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 Vllithout FEI Testing & Inspection, Inc.'swritten authorization.
750 tw ComeII Avenue' Cavallis. Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402' phone (541)684-3849' fax (541) 684-J851
63050 Corporale Place. Suite 2 . Bend, Oregon 97701 . phone (~1) 382-4844 . fax (541) 382-4846