HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-2-19
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11~'lh'lrw;"h,..~~}'IIIU.i~'ltll
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
02-19-09
03-12-09
03-12-09
Hold
AGE
(DAYS'
7
28
~.8 _
**1 - End Cones
Compressive Strength of Concrete
(ASTM C 39)
Geoted1nical & Cons1n..tcfun Services
PROJECT
Hayden Bridge Water
Filtration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
02-19-09
2087168
6211
B.P.NO.
2008-00225
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
65' F YARDAGE 10.0 OF 20.0 TIME
. 47' F WEATHER Partly Sunny SPECIMEN STORAGE
Elevated slab as follows: above wall # 20 and 30; raw water channel lid above wall #26.
Above wall #30.
AREA
(IN.'I
12.56
WEIGHT
(LBS\
8.36
TOTAL
LOAD (LBS'
56335
COMPRESSIVE
STRENGTH (PSI\
4490
AVERAGE
STRENGTH
(PSI\
TIME OF
TEST
8:10AM
l.--
02-13-09
4" x8"
Knife River
314"
4.4%
7"
11:20AM
ASTM C31
TYPE OF
FRACTURE"
2
2. - ConelSplit
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.
R;;:B1h ~
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (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
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.
750 wv CornelIAvenue' CoIvaIIis, 0e(pl97330' pha1e(541) 757-4698, fax (541) 757-2991
29540 BAiJpcl\Rood' Eugene, Oe(pl 97402 . pha1e(541)6S4,'3849' fax (541) 684J851
63050 Corporate Place, Surre 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
SFE'
11~'II~lrf;"li\..':I~.IIIJ~.I~ltlll
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
Geoled1nical & ConstnJ<;tion Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Hayden Bridge Water
Fiitration Plant Expansion
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
02-19-09
2087168
6182
B.P.NO.
2008-00225
01-22-09 CAST BY A. Fenstermacher DATE RECEIVED 01-23-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG. 314"
Super; Eclipse; Hot 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 Overcast SPECIMEN STORAGE ASTM C31
Elevated walkway above wall 22; east and west walls of raw water channel above wall 26; west wall of
raw water channel above wall 30.
From walls.
AREA
(IN.')
12.62
12.56
12.56
AVERAGE
WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
(LBS) LOAD (LBS) STRENGTH (PSI) ---1PSI\ TEST FRACTURE"
8.40 47910 3800 3:45 PM 3
8.38 61260 4880 8:25 AM 5
8.40 62120 4950 4915 \~AM 5
*"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.
Rz;;t;:fi;
Michael L. Meyer
Technical Manager
~.
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C~I
f"c6' V ~/)
.PO 'J
?1Jfl.fI
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
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 andlor any part
thereof be disclosed without FE' Testing & Inspection, Inc.'s written authorization.
MLM:sc
750 mv Cornell Avenue . Cavallis, 0rega197330' phone (541) 757-4698' fax (541) 757-2991
29540 BAirport Road . Eugene, 0rega197402 . phone (541) 684-3849 . fax (541 )684J851
63050 Cotporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846