Freeport NIP(4)-LR 960403 28
REPORT NO.:
Freeport North
PROJECT:
Panel - #73
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
CONCRETE COMPRESSION TEST REPORT
2317.5
JO8 NO.:
QUANTITY REPRESENTED:
04/03/96
4000 PSI
20/140 yds
ARCH~CT~NQINEER: Gromatzky Dupree & Associates
CONTRACT~: McFadden & Miller
R~ORTEOTe M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
04 / 10 / 96
ORDER
NUMBER:
H. Johnson
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH,
AVERAGE SI'RENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN040301
113,100
7
4000
LABORATORY NUMBER
FN040302
28
FN040303
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10: 15
SOURCE OF CONCRETE: TX I
DAYS. LABORATORY FROM
1
'F MIX
67 72
'F.
TRANSPORTED BY
04/04/96 Reed
AIR CONTENT %, SLUMP
PICK-UP CHARGE:
INCHES
5.00
NO
M,x CODE: 4 0
TICKET NO.: 564782
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,OU~O.: (1) M.E.P.C. American Properties/Mr. Rob Ahm
(1) McFadden & Miller/Mr. Jon Jacobsen ~ ~~ --
(1) Gromatzky Dupree & Associates/Mr. Scott McCr-
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHCOS: ASTM C 31, C 39. C 143, C 173, C 192. C 231, OR C 1064 PAD; 10F.._~.
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 "" (FAX) 214/350-0019