HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-3-17
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11~'II"..;..".m"II"iI,"l. Geoledmical & 0lI1strucIi0n Servioos
Compressive Strength of Masonry Prisms
, ASTM C 1314
CLIENT Mr, Charlie McClain
Mcintyre Construction
PO Box 2523
Eugene, Oregon 97402
PROJECT Enterprise Rent-A-Car
4396 Main Street
Springfield, Oregon
DATE
PROJECT NO,
REPORT NO,
BPNO,
C8-00589
DATE CONSTRUCTED
DATE GROUTED
SOLID XXX
DESIGN (F'M)
SPECIMEN STORAGE
LOCATION
DATE RECEIVED
PRISM 1.0,
TIME
WEATHERfTEMP,
02-16-09
02-17-09
HOLLOW
,1500
ASTM C1314
Perimeter walls and interior north wall of carwash area (4' to 8'),
FEI REP,
D, Delatte
MORTAR: PSI/TYPE
SAND
CEMENT
LIME
OTHER
TEMP,
SOURCE/I.D,
18001T ypes S
GROUT: PSI
AGG, SIZE
CEMENT
ADDITIVE
SLUMP
TEMP,
SOURCE/I,D,
TICKET NO,
Bagged Spec mix
03-17-09
2097017
6220
02-19,09
8" x 8" x 16" Split Face
12:15PM
Overcastl 55"
2000 psi
3/8"
7 sk
t9"
61"
Knife River/ 7 -GNO
3352948'
SPECIMEN SPECIMEN SPECIMEN NET CROSS. COMPRESSIVE AVERAGE
TEST AGE HEIGHT LENGTH WIDTH SECTIONAL TOTAL STRENGTH STRENGTH
DATE (DAYS) (IN,) (IN,) (IN,) AREA (IN,') LOAD (LBS) (PSI\ (PSI\
02-24-09 7 15,75 7,63 9,00 68,67 140855 2050
03-17-09 28 15,75 8,00 8,50 68,00 216605 3190
03-17-09 28 15,75 8,00 8,50 68,00 214830 3160 3175
REMARKS: Tony (Hap's Masonry) was advised of on-site test results,
Reviewed By
/lJ 't. ~
Michael L Meyi
Technical Manager
------------
c:
City of Springfieid
MLM,sc
RECEIVED
MAR 2 3 100Q
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/ormaterial evaluated. As such, information contained herein shall not be reproduced in part or fulland/or any part
thereof be"disclosed without FEr Testing & Inspection, Inc.'s written authorization.
7ffJ r-m CarelI Avenue' CavaJ6s, Oregon 97330 ' phone (541) 757-4698 ,fax (541) 757 c2991
. 29540 BAirportRoad' Eugene, Oregon 97402 'phone(541)f'Y' 'Jr'g, fax (541) 684-J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
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Geotechnical & Construdion Servires
Compressive Strength of Concrete
(ASTM C39)
CLIENT
Mr. Charlie McClain
Mcintyre Construction
PO Box 2523
Eugene, Oregon 97402
PROJECT
Enterprise Rent-A-Car
4396 Main Street
Springfield, Oregon
DATE
PROJECT NO,
REPORT NO,
03-1 0-09
2097017
6208
B,P, NO,
C8-00589
DATE CAST 02-10-09 CAST BY D __ Delatte DATE RECEIVED 02-11-09
STRENGTH REQUIRED . 3000 psi SPECIMEN SIZE 4" x 8",
STRENGTH PLACED 3000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 30-1V CEMENT MAX SIZE AGG, 3/4"
ADDITIVES AEA AIR CONTENT 5.5%
LOAD NO, 1 TICKET NO, 3352821 SLUMP 4"
CONCRETE TEMP 510 F YARDAGE 10,0' OF .29,0 TIME 7:10AM
AIR TEMP 360 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Perimeter conti'nuous footing and one (1) interior footing, the north wall of carwash area,
LOAD 1 SAMPLED North side of perimeter continuous footing,
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF
DATE (DAYSl (IN,') (LBSl LOAD (LBS) STRENGTH (PSIl (PSI) TEST FRACTURE~
02-17-09 7 12,56 8,22 29695 2360 7:50 AM 5
03-1 0-09 28 12,62 8.27 50830 4030 12:50 PM 5
03-10-09 28 12,62 8,24 50680 4020 4025 12:55 PM 5
Hold
""1 -'- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS, Bob (Mcintyre Construction) was advised of on-site test results,
Reviewed By:
;JJ. ':(.~_____
Michael L. Mey/, -
Technical Manager
c:
City of Springfield
MLM:sc:ld
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, lnco's mitten authorization.
750 ~ CanelIAvenue' CavaJlis, Oegm 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAiipcxtRoad' Eugene, Oegm 97402, phone (541)684:3849' fax (541) 684-3851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846