Park West CC(1)-LR 950818REPORT NO.:
PROJECT:
LOCATION:
22 2166.2
JO~ NO.:
Park West Commerce Center
Paving - 40'N, 65'E of NE building
corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CA~T:
SPECIFICATION:
QUANTITY REPRESENTED:
07/21/95
4000 PSI
40/220 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:.
DATE:
SAMPLED BY:
08/18/95 .Y ORDE, OF:
07/28/95
ORDER NUMBER:
B. Lucas
Client
(6 x '12 INCH) NOMINAL CYUNDER SIZE: AREA-28.2~ SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, psi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABO~TORY NUMBER
PW072101 PW072102 PW072103
95,000 115,000 115,800
7 28 28
3360 4070 4100
Does comply with Specification
4090
FIELD
METHOD OF CURING:
TEMPERATURE: AMBIENT 77 'F
TtME OF 8AMPLE: 06: 55 *~P~.
SOURCE OF CONCnETE: TX I
I DAYS, LABORATORY FROM
M,X 88
07/22/95 TRANSPORTED BY Reed
'F. AIR CONTENT ~,, SLUMP ~ . 7 5
PiCK-UP CHARGE:
.~x CO~E: 9643 ~CKET NO.: 422818
INCHES
NO
FINE AGGREGATE:
COARSE AGOREOATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
D,~m,aUnO.: (1)'Marc Myers Company/Mr. Richard Crow
UNITWEIGHT
YIELD
PCF
CF/CY
~1) McFadden & Miller Construction/Mr. Dave VanDeme~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
TESTMETHOOS: ASTM C31, C3~, C143, C 173, C192, C231, ORC 1064
PAGE
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019