Park West CC(1)-LR 951201REPORT NO.:
PROJECT:
LOCATION:
5 4 JCl} NO.:
Park West Commerce Center
ned engineering
GEOTECHNICAL CONSULTANTS
Paving - 500'N, 50'W of SE building
corner
CONCRETE COMPRESSION TEST REPORT
216 6 .' 2 DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
11/03/95
4000 PSI
130/140 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: F. Pitts
CONTRACTOR:
REPORTED TO:.
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
12/01/95
11 / 10 / 9 5ORDER NUM.ER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW110301
PWl10302
134,400
28
4750
MAXIMUM LOAD, LB~: 107, 100
AGE WHEN TESTED, DAYS: 7
3790
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
4780
WPEBR~C~)N~AL~.N.O.)
RF.~J~KS: Does comply with Specification
PWl10303
135,900
28
4810
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 44 'F MIX 62
11/04/95
TRANSPORTED BY
°F,
Reed
AIR CONTENT %, SLUMP 6 . 0 0 INCHES
nMEOFS~MP,~: 10: 10 Ar.Ve)~.
SOURCE OF CO. CRETE: TXI
MIX CODE:
9643
PICK-UP CHARGE: Y~ NO
TICKET NO.: 4 84961
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Marc Myers Company/Mr. Richard CrOnD~
(1) McFadden & Miller Construction/Mr. Dave Va~?
(1) Comerica Bank/Mr. Alan Williams
(1
) AECC, Inc./Mr. Andy Brundige S,G~D
/(1) City of Coppell/Mr. Lee Stone
4(1) City of Coppell~M~m~:r~ ~.v~. c,,. c,~. c,,z. c~,.oRc~ PAGE 1 OF~
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