Park West CC(1)-LR 950817 21
REPORT HO.: JOB NO.:
Park West Commerce Center
Tilt wall panel - #55
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
reed engineering
GEOTECHNICAL CONSULTANTS
DATE OAST:
CONCRETE COMPRESSION TEST REPORT
2166.2
QUANTITY REPRESENTED:
07/20/95
3000 PSI
20/160 yds
DATE:
SAMPLED BY: B ' Lucas
08 / 17 / 95 BY ORDER OF:
07/27/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATOFIY NUMBER
FIELD NUMBER:
PW072001
PW072002 PW072003
117,000 120,000
28 28
4140 4240
4190
88,000
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED, DAYS:
3110
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REM*RKS: Does comply with Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 6: 4 5
SOURCE OF CONCRetE: TXI
I DAYS. LABORATORY FROM 07 / 21 / 95
7 5 'F M,X 8 5 'F, AIR CONTENT
M,X CODE.' 39
TRANSPORTED BY Reed
SLUM, 8.25
PICK-UP CHARGE: Y~
TICKET NO.: 421739
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATEP;
CEMENT:
FLY ASH:
ADMixTURE(S):
UNIT WEIGHT
YIELD
PCF
C, FK~Y
D,Sm,S~ON: (1) Marc Myers Company/Mr. Richard Crow
~) McFadden & Miller Construction/Mr. Dave vanDeme(
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SE,ED
TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064
1
2424 5TUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35C~5600 · (FAX) 214/35CH)019