Park West CC(1)-LR 950822 23
FIEI~DRT NO.: .lOB NO.:
Park West Commerce Center
Tiltwall Panel #49
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
CONCRETE COMPRESSION TEST REPORT
2166.2
QUAHTITY REPRESENTED:
07/25/95
3000 PSI
10 yds.
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
08/22/95 s¥ ORDE, OF:
08/01/95
ORDER NUMBER:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.2~ SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW072501
93,000
7
3290
Does comply with
~RATORY NUMBER
PW072502
110,000
28
3890
PW072503
112,000
28
3960
Specification
3930
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF 8AMPLE: 0 6: 4 0
SOURCE OF CONCRETE: TX I
I DAYS. LABORATORY FROM
75 'F M,X 86
A~P~.
07 / 26 / 95 TRANSPORTED BY
AIR CONTENT
MIX COOE:
39
Reed
SLUMP
PICK-UP CHARGE:
11CKET NO.: 3 9
6.50
INCHES
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
UNIT WEIGHT
YIELD
Dm~,s~ncH: (1) Marc Myers Company/Mr. Richard Crow
41) McFadden & Miller Construction/Mr. Dave VanDemee_~~~'~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
CF/CY
TEST METHODS: ASTM C31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-O019