HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-6-13
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Geotechnical & Construction Services
CLIENT
Mr. Cliff Pettigrew
Kleinfelder West, Inc.
15050 SW KolI Pkwy.
Suite L
Beaverton, Oregon 97006
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
DATE
06-13-07
07,04-07
07-04-07
Hold
AGE
(DAYS)
71
28
28
06,06,07,
3000 psi
3500 psi
2145
PROJECT
B,P,NO.
CAST BY
SACKS
CEMENT
j
Compressive Strength of Concrete
(ASTM C 39)
Walgreens No. 10812
6 W. Q Street
Springfield, Oregon
.COM2007 -00366
R. Marjama
TICKET NO. 321621
6r YARDAGE 6.0 OF 6,0
61' WEATHER,
Drive-up canopy footing along line 1 A.
AREA
(fN.')
27.99
. WEfGHT
(LBS)
28,9
TOTAL
LOAD (LBS)
96200
COMPRESSIVE
STRENGTH (PSI)
3440
REMARKS: Dave Shaw (Hyland) was advised of on,site test results.
Reviewed By:
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Michael L.'Me.f}
T echnical.Manager
c: Eugene Sand and Gravel
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DATE .'
PROJECT NO,
REPORT NO.
06-13-07
2077097
5176
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE.
AVERAGE
STRENGTH
(PSf)
TfM E OF
TEST
8:35 AM
06-07-07
6" x 12"
ESG
3/4"
23/4"
9:50 AM
ASTM C31
TYPE OF
FRACTUREti
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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 andfor any part
, thereof be disclosed witho~t FEI Testing & Inspection, Inc.'s written authorization.
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1
1
- A - Cone B - Cone/Spill C - Cone Shear D: Shear E - Columnar
7fiJ NW CamelI Avenue. COlval~s, Oregon 97330. phone (541 ) 757-4698' fax (541) 757-2991 .
29540 B I'jrport Road . Eugene, Oregon 97402 . phone (541)684-3849 . fax (541 )684.;)851
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Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
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CLIENT Mr. Cliff Pettigrew PROJECT Walgreens No.1 0812 . DATE 06-13-07.
Kleinfelder West. 6 W. Q Street PROJECT NO, 2077097
15050 SW KolI Pkwy, Springfield, Oregon REPORT NO. 5142
Suite L
Beaverlon, Ore90n 97006 B,P, NO, COM2007 -00366
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
CAST BY
A. Fenstermacher
05-16,07
3000 psi
3500 psi
145
SACKS
CEMENT
6 TICKET NO, 320312
73' F YARDAGE 10.25 OF 69.25
67' F WEATHER Clear
Perimeter pad and continuous footings.
LOAD 6 SAMPLED
Near lines 1 A.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSf)
05-23-07 7 I 28.27 28,8 70300 2490
06-13-07 28 I 27.99 28.8 126000 4500
06-13-07 28 I 27,99 28.8 130200 I 4650
Hold I
... A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: Dave Shaw (Hyland) was advised of on-site test results.
Reviewed By:
/Jt. ';(./A-w.
Michael L. M:;er if
Technical Manager
-
c: Eugene Sand and Gravel
MLM:jm
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
, (PSI)
TfME OF
TEST
10:10AM
8:15AM
8:20 AM
05-17-07
6!' x 12"
ESG
3/4"
2.9%
3 3/4"
11:30 AM
ASTM C31
TYPE OF
FRACTURE- ,
C
D
C
.
This report and for enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material eva'uated~ ,As such, information contained herein shall not be reproduced in part or full and/or any part
. thereof be disclosed without FEJ Testing & Jnspection, Inc.'s written authorization
4575
7&J rwv ComeII Avenue' Corvallis, Qegon 97330, phme(541) 757-4698' tax (541) 757-2991
29540 B Airport Road . Eugene, Qegon 97402 . phone (541)684-3849 . tax (541) 684-J851
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Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39) .
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CLIENT
PROJECT
Walgreens NiJ. 10812
6 W, Q Street
Springfield, Oregon'
Mr. Cliff Pettigrew
Kleinfelder West
15050 SW Koll Pkwy.
Suite L
Beaverlon, Oregon 97006
B,P, NO,
COM2007-00366
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
CAST BY
A Fenstermacher
05.16-07
3000 psi
3500 psi
145
SACKS
CEMENT
2 TICKET NO. 320298
710 F YARDAGE 10.25 OF 69,25
600 F WEATHER Clear
Perimeter pad and continuous footings.
LOAD 2 SAMPLED
Near lines 3.5E.
TEST AGE AREA WEfGHT TOTAL COMPRESSfVE
DATE IDAYS) UN,') (LBS) LOAD (LBS) STRENGTH (PSI)
05-23-07 7 28.27 28,8 84600 2990
06-13-07 28 27,99 28.9 132200 4720
06,13-07 28 27,99 28.9 128600 4600
Hold
... A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
REMARKS: Dave Shaw (Hyland) was advised of on-site'test results.
Reviewed By:
ft. '7(.~
Michael L. ~~yeri1
Technical Manager
,
c: Eugene Sand and Gravel
MLM:jm
DATE
PROJECT NO,
REPORT NO,
. DATE RECEIVED
SPECIMEN SIZE
SUPPLIER .
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSf)
TfME OF
TEST
10:05 AM
8:05 AM
8:10AM
06-13-07
2077097
5141
05-17-07
6" x 12"
ESG
3/4"
2.0%
33/4"
10:15AM
ASTM C31
TYPE OF .
FRACTURE"
D
D
D
This report and/or enclosed test data is the confidential property of the client to \I\It1om 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.
4660
7ffJ NVV Cornell Avenue. Corvallis, Qegon 97330' phooe(541) 757-4698' fax(541) 757-2991
29540 sAiiportRald . Eugene, Qegon 97402, phme (541) 684Z1849 . fax (541) 684-3851