Park West CC(1)-LR 950901SEPt 4
26
Park West Commerce Center
Panel - #30
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
reed engineering
r'
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
DAT~ CAST:
SPECIFICATION:
QUAHTITY REPRESENTED:
d8/04/95
3000 PSI
20/200 yds
SAMPLED BY: R. Thomp s on
DATE:
09/01/95 ev CAPER OF:
08/11/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: WP 080401
84,000
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED. DAYS:
2970
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
WP080402
109,000
28
3860
WP080403
106,000
28
~PE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
3750
3810
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT 7 0
TI"E OF SAMPLE: 0 6: 5 0
SOURCE OF CONCRETE: TX I
1 RAYs. LABORATORY FROM 08 / 05 / 95
TRANSPORTED BY
Reed
'F MIX 83 'F.
~dR CONTENT 3.20 ~'
SLUMP 5.50
MIX ~E:
39
PICK-UP CHARGE: Y~
TICKET NO.: 429568
INCHES
NO
FINE AGGREGATE:
~ AGGREGATE:
WATEP;
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
( ~mBm~,: (1) Marc Myers Company/Mr..Richard Crow
1) McFadden & Miller Construction/Mr. Dave Va
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S~3NED
1
TEST METHODS: ASTM C 31, C 38, C 143, C 173, C 192, C 231, ORC 1064 pAGF OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/3504)019
1