HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-11-23
EWEB
500E. 4th Ave.
Eugene, Oregon 97440
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl
11-02-09 . 7 12.56 8.50 54350 4330
11-23-09 28 12.56 8.56 73160 5820
11-23-09 28 12,56 8.58 71890 5720
Hold
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11~'ml~:"I~.'ll1'IlIJ~'.lill!l
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
~
GP.ntP.d1nirnl & Constnxfun Services
Compressive Strength of Concrete
(ASTM C 39\
PROJECT Hayden Bridge Water
Filtration Plant Expansion
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BP NO, 2008-00225
DATE
PROJECT NO.
REPORT NO,
11-23-09
2087168
6720
10-26-09 CAST BY D. Delatte DATE RECEIVED 10-27-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG. 3/4'
Super; Eclipse; AEA AIR CONTENT 3.4%
1 TICKET NO, 3500577 SLUMP 6"
71. F YARDAGE 8,5 OF 17.0 TIME 9:40 AM
52. F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
Two (2) interior walls in center of filter basin, north and south sections of suspended sidewalk on west
side of filter basin and inter tie tunnel slab, suspended.
Sidewalk.
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
8:25 AM
8:25 AM
8:30 AM
TYPE OF
FRACTURE-
5
2
3
5770
REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results.
.. 1- End Cones 2 _ Cone/Split 3 _ Columnar 4 - Diagonal 5 - Side (tcip or bottom) 6 - Side (pointed top or bottom)
Reviewed By:
Ih ' '-/' /L,., ---
Michael L ~eyr
Technical Manager
D~cg~o~~
DEe - 2 2009
-::;\
c:
EWEB- Mike Stickling (emaH)
EWEB- Wally McCullough (emaH)
OBEC. Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wildish Building Co.- Jake Stucky (email)
City of Springfield '
Knife River
MLM:sc
d
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 NW Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4698 . iax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402. phone (541) 684-3849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 382-4644 . fax (541) 382-4846
~ftl
~
Compressive Strength of Concrete
(ASTM C 39\ ,
11;r.'IUIr.:"lj~'~~'lIlu.I~L. ~~Cl. J " ,i::8r & Constn.ldbn SeMces
CLIENT
PROJECT Hayden Bridge Water
Filtration Plant Expansion
~51 t\~~~d~
BP NO, 2008-00225
DATE
PROJECT NO,
REPORT NO,
EWEB
500E. 4th Ave.
Eugene, Oregon 97440
11-24-09
2087168
6763
DATE CAST 11-17-09 CAST BY D. Deiatte DATE RECEIVED 11-18-09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 40K1UOKS CEMENT MAX SIZE AGG. 3/4'
ADDITIVES Eclipse; Super AIR CONTENT 2.9%
LOAD NO, 1 TICKET NO. 3501031 SLUMP 6"
CONCRETE TEMP 65' F YARDAGE 10,0 OF 40,0 TIME 12:20 PM
AIR TEMP 49' F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION East wall of filter basin.
LOAD 1 SAMPLED 1" lift in wall.
TEST
DATE
11-24-09
12-15-09
12-15-09
Hoid
AGE
(DAYS)
7
28
28
AREA
(IN.')
12.56
WEIGHT
(LBSl
8.51
TOTAL
LOAD (LBSI
58890
COMPRESSIVE
STRENGTH (PSIl
4690
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
2:20 PM
.. ,_ End Cones 2 - Cone/Split 3 _ Columnar 4 - Diagonal 5 - Side (lop or bottom) 6 - Side (pointed top or bottom)
REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results.
Reviewed By:
Ih,--,(,~
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
TYPE OF
FRACTURE~
3
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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s WTitten authorization.
,750 NtN Cornell Avenue. Corvallis, Oregon 9733O' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402. phone (541) 684.384g. fax (541)684-3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541)382-4846