HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-11-10
GEE I
Geotechnical & Construcbon SeI'VlCSS
Compressive Strength of Concrete
(ASTM C 39)
11:"'IIWI:"11~1 ~\'1l1U1Iill!
CLIENT
PROJECT The Royal BUIlding
501 Main Street
Spnngfleld, Oregon
11-10-06
2067145
4816
DATE
PROJECT NO
REPORT NO
Ms Knsten Karle
St Vincent de Paul
POBox 24608
Eugene, Oregon 97402
B P NO
COM2006-00624
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO
CONCRETE TEMP
AIR TEMP
POUR LOCATION
,
10-13-06
4000 pSI
4000 pSI
24 F4 NE5200
SACKS
CEMENT
CAST BY
R MarJama
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
TICKET NO
YARDAGE
WEATHER
centered at line 3E
2618221
55 OF
Clear
1
610 F
540 F
Elevator Pit
55
I
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE
DATE (DAYS) (IN 2) (LBS) LOAD (LBS) STRENGTH (PSI)
10-20-06 7 2809 285 107300 3820
11-10-06 28 2818 286 149600 5300
11-10-06 28 2818 284 152900 5430
Hold
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8 00 AM
1 30 PM
1 35 PM
5365
.. A - Cone B - Cone/Spilt C - Cone Shear 0 - Shear E - Columnar
REMARKS Curt Dawson (Melli) w~s advised of on-site test results
Reviewed By
!h . ';(. ~.-:--
Michael L M~yer ()~
Technical Manager
c Melli ,Construction - Curt Dawson (emalled)
Bergsund Delaney Architecture & Planning
Hohbach-Lewln Structural Engineers
City of Spnngfleld
MBI
,
\
MLMJm
This report and/or e~closed test data IS the confidential property of the client to whom It IS addressed and pertains to the specific
process and/or matenal 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 wntten authonzalion
7[jJ NN Comell Avenue Corvallis, Oregon 97330 phone (541) 757-4698 fax (541) 757-2991
29540 B Airport Road Eugene, Oregon 974D2 phone (541 ) 684-3849 fax (541 ) 684-3851
10-14-06
6" x 12"
MBI
3/4"
4 1/4"
9 45 AM
ASTM C31
TYPE OF
FRACTURE**
D
E
E
RECEIVED
NOV 2 0 Z006