Freeport NIP(4)-LR 960524 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
39 Joa,o.: 2317.5 D^TEC~ST: 05/24/96
PROJECT:
LOCATION:
Freeport North
Leave-out - 120'N, 2'W of SE building
corner
SPECIFICATION:
QUANTITY REPRESENTED:
4000 PSI
10/20 yds
ARCH~NGINEER: Gromatzky Dupree & Associates
8AMPLEDBY: S. Boeshart
CONTRACTOR: McFadden & Miller
BY ORDER OF: C1 ient
REPORTED TO:
M.E.P.C. American Properties DATE:
05 / 31 / 96 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: ARE~28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN052401
91,600
7
3240
~RATORY NUMBER
FN052402
28
FN052403
28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
T~E OF S~PLE: 0 7: 5 0
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
DAYS. LABORATORY FROM
1 05/25/96
'F MIX 'F. AIR CONTENT
84 80
.,x CCOE: 3 9
TRANSPORTED BY
Reed
%. SLUMP
PICK-UP CHARGE:
T,CKET NO.: 5 9 6 8 15
UNIT WEIGHT
YIELD
6.00
INCHES
NO
PCF
CF/CY
McC Ahr~
D,Sm,BU~: (1) M.E.P.C. American Properties/Mr. Rob
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TE~METHOOS: AS~ C31. C~ C 1~. C 17~ C 1~. C~I, ORC
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-0019