Freeport NIP(4)-LR 960314 (2)REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
20
Freeport North
Grade beam - southwest beam
2317.5
J~ NO.:
ARCN~NGINEER: Gromatzky Dupree & Associates
CO.m*CTO.: McFadden & Miller
REPORTEDTO: M.E.P.C. American Properties DATE:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
· ~ ~SAMPLED BY:
BY ORDER OF:
03 / 21 / 96 ORDER NUMBER:
03/14/96
3000 PSI
unknown
Contractor
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LB~:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSt
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN031401
69,000
7
2440
LA~RATORY NUMAR
FN031402
28
FN031403
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
DAYS, LABORATORY FROM
1
MIX
°F,
TRANSPORTED BY
03/15/96 Reed
AIR CONTENT ~, SLUMP
INCHES
TIME OF SAMPLE:
SOURCE OF CONCRETE:
AM/PM,
MIX CODE:
PICK-UP CHARGE: YE~ NO
TICKET NO.:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~:
ADMIXTURE(B):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,aU~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis ~GNED
(1) City of Coppell/Mr. Lee Stone
TEST METHCOS: AS~ C 31, C~. C 1~, C 1~. C 1~. C~1, ~C 1~ pAG; 1 OF ~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~0019