Freeport NIP(3)-LR 951031reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
46 2317.2
REPORT NO.: JOB NO.:
Craftmade
West building leave-outs line A from
LOCAllON: 18 to 21
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/31/95
3000 PSI
20/50 yds
ANCH~CT~NGINEER: Gromatzky Dupree and Associates
~AMPIED BY: T. Belew
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF: C1 ient
11 / 07 / 95ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-28.26 SQ, IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
~BORATORY NUMBER
CMl03101 CM103102
88,300 88,800
7 7
3120 3140
3130
CM103103
28
CM103104
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
~ME~MP'E: 08:10
SOURCE OF CO.C.ETE: TXI
1 DAYS, ~SORATORY FROM 11 / 01 / 9 5 TRANSPORTED ay
Reed
MIX 7 4 'F, AIR CONTENT %,
SLUMP 8 · 0 0
PICK-UP CHARGE:
Y~
M,X CODE: 39 TICKET NO.: 482503
INCHES
NO
fiNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Scott McCr
Jerry Hol st rums,G~D
.D,STR,BUT,ON: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr.
(1) Eckland Consultants, Inc./Mr.
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~Mr Lar Davis
TEST~ETH~S:A~M C31. C39, C143. C173, C192, C~1.0RC~ PAG;1 OF 1
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35(~O019