HomeMy WebLinkAboutPermit Geo-Tech Report 2009-1-8
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Geotechnical & Coostruclion Servires
Daily Field Report .
Client: EWEB Project: Hayden Bridge Water Filtration Date: 01-08-09
500E. 41h Ave. Plant Expansion Project No,: 2087168
Eugene, Oregon Springfield, Oregon Report No,: E-22132
Inspector: A. Fenstermacher
10 No,: 5258882-49
ICC
Inspection of: Reinforced Concrete Weather: Showers Continuous Inspection: 0
Contractor: Wildish Bu\lding Co. SP No~: .2008-00225 Periodic Inspection: I!'J
Performed final inspection on.the reinforcing steel for remaining ramp walls (except
west end); baffle wall north of wall #29, wall #21. Preliminary inspections were
performed on 12-23-08 and 01-07-09 (reference FEI reports E22072 and E22123).
Observed the placement of 40 yards of Knife River 4000 psi concrete (mix 40-SE7) into
areas noted above. Concrete was placed by pump and was mechanically
consolidated. Performed fieid tests on load 1 to verify mix design compliance:
concrete temperature- 65F; Air teinperature- 49F; slump- 7 1/2": air content- 5:5%.
Cast one (1) set of four (4) 4" x 8" compressive strength cylinders. Notified Jake
Stucky (Wildish) and Mike Stickling (EWEB) of on-site test results: concrete
temperature- 64F; air temperature- 52F; siump- 6"; air content- 4.6%.
Mr. Stucky 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 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
A, '1(. tfJu.,_
Michael L Me(;r
Technical Manager
c:
EWEB- Mike Slickling (email)
EWEB- Wally McCullough (email)
OBEC- Pele Siocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wildish Building.Co.- Jake Stucky (em ail)
City of.Springfield
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This report and/or enclosed test data ;s 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 shalt not be reproduced in part or'full and/or any part
thereof be.disclosed without FEI Testing & Inspection, Inc.'s written authorization.
700 NN Cornell Avenue' eavanis, Qegoo 97330, phone (541) 757-4698' fax (541) 757-2991
29540 BAirport Road, Eug€ne, Qegoo 97402 . ptxlne (541) 684-3849 . fax (541)684-;)851
63050 Corpcrate Place, Suite 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.
CONC~ETE TEMP
AIR TEMP
POURLOCATION
LOAD 1 SAMPLED
GeOtechnical & Construcfun Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO.
REPORT NO.
01-08"09
2087168
6145
Hayden Bridge Water
Filtration.Plant Expansion
Springfield, Oregon
B.P.NO.
2008-00225
CAST BY
12-12-08
4" x8"
Knife River
314"
4.5%
5"
11:20 AM
ASTM C31
A. Fenstermacher
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
12-11-08
4000 psi
4000 psi
40-SE7
Super; Eclipse
1 TICKET NO. 3160554
610 F YARDAGE 7.5 OF
500 F WEATHER F09
Ramp footings, north and south (up to SUMP).
SACKS
CEMENT
22.0
From south footing near west end.
REMARKS: Jake Stucky (Wildish) was advised of on-site test results.
Reviewed By:
(1}'~e:r
Technical Manager
c:
EWEB-Mike Stickling (email)
EWEB- Wally McCullough (emaii)
OBEC- Pete Slocum (email)
Wildish Buiiding Co.- Kevin Filzjarrell (email)
Wild ish Buiiding 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 disclosed without FEI Testing & Inspection, Inc.'s written authorization.
700 NVV ComeIIAvenue' CorvaI6s, Oregon 97330' phooe (541) 757-4698 'lax(541) 757-2991
29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-3849 . lax (541) t3Il<k3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
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Geotechnical & Construction Services
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CLIENT
PROJECT
EWEB
500E. 4th Ave.
Eugene, Oregon
B.P,NO.
DATE CAST'
STRENGTH REQUIRED
. STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONC~ETE TEMP
AIR TEMP
POUR LOCATION
12-12-08 CAST BY
4000 psi
4000 psi SACKS
40KIVOZF CEMENT
. ADV A; Eclipse: Fiber
1 TICKET NO,
5r F YARDAGE
420 F WEATHER
Slab #7.
LOAD l' SAMPLED
"From center.
Compressive Strength of Concrete.
(ASTM C 39)
Hayden Bridge Water
Filtration Plani Expansion
Springfield, Oregon
'2008-00225
A. Fenstermacher
3160586
9.0 OF 26.0
Rain
DATE
PROJECT NO.
REPORT NO.
01-09-09
2087168
6146
12-13-08
4" x 8"
Knife River
314"
5.0%
4114"
11:30AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYSl (IN.'l (LBS) LOAD (LBSl STRENGTH (PSI) (PSI) TEST FRACTURE~
12-19'08 7 12.56 8.4 59000 4700 10:50 AM 6
o 1-09~09 28 12.56 8.4 78100 6220 7:30 AM 5
01-09-09 28' 12.56 8.4 77800 6190 6205 7:35 AM 5
Hold
**1_ End Cones 2 ~ Cone/Split 3 -Columnar . 4 - Di~gonal 5- Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test results.
Reviewed By:
//1. 'h.~
MichaelL. MeyW
Technical Manager
c:
EWEB-Mike Stickling (email)
EWEB-Wally McCulloU9h (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
WildishBuilding Co." Jake Stucky (email)
City of Springfield
Knife River
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DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
This report and/or enclosed tes~ data is the confidential"property of the client to whom it'is.addressed"and pertains to the specific
process and/of 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.
75] r-NV Coo1eI/Avenue' Cavallis,Oeg:n 9733O. phone (541) 757-4698, fax (541) 757-2991
29540 B Airpa1 Rood . Eugene, Oeg:n 97402. phone (541)684J849' fax (541 )6lJ4.3851
63050 CorporatePlace, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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Page 1 of 1
11;"'llllrl~I~.'~~.llll~_
Ccvb.;',,1ica1 & Cons1ruction SeMces
Daily Field Report
Client:
EWEB
500E. 4th Ave.
Eugene, Oregon
Project:
Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
10 No,:
01-07-09
2087168
E-22123
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforcing Steel
Contractor: Wildish Building
Weather: _. Overcast .
BP No,: 2008-00225
- . .
Continuous Inspection: 0
Periodic Inspection: Ii:!
Performed preliminary inspection on the reinforcing steel for wall numbers 20, 21;
'baffle wall north of number 29: elevated slab above wall number 23. Reinforcing steel
was checked for size, grade, laps, quantities, localions, ties, clearance and supporls. A
final inspection will be performed prior to concrete placement
To the best 0.1 our knowledge, the work inspected was in accordance with memo dated
10-17-08, plans dated 0212008 and applicable workmanship provisions of the LB.C.,
except if noted above.
Reviewed By:
j1J, 7i, ~ ___
Michael L ~eyer
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (em ail)
Wildish Building Co.- Jake Stucky (email)
Cily 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, Inc.'s written authorization.
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7ffJ NW ComeIlA'Mlue' Corvalr~, CXegon 97330, phone (541) 7574698, fax (541) 757-2991
29540 B Airpat Road . Eugene, CXegon 97402 . phone (541) 684-3849 . fax (541 )6IJ4.J851
63050 CorporalePlace, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846