Park West CC(1)-LR 951110reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSIONTEST REPORT
54 J~.o,: 2166.2
Park West Commerce Center
Paving - 500'N, 50'W of SE building
corner
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
11/03/95
4000 PSI
130/140 yds
ARCHITECT/ENGINEER:
SAMPLED BY: F. Pit t S
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11 / 10 / 95~DE, .UMBER:
Client
(6 x 12 INCH) NOMINAl. CYLINDER 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:
PWl10301
107,100
7
3790
LABORATORY NUMBER
PWl10302
28
PWl10303
28
METHOD DE CURING: FIELD
TEMPERATURE: AMBIENT
TIME Or ~P'E: 10:10
8OUNCE OF CONCRETE: TX T
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION:
1 DAYS. LABOR^TaY F.OM 11 / 04 / 95
4 4 eF MIX 6 2 'F, AIR CONTENT
MIX CODE: 9643
TRANSPORTED BY
Reed
e/e, SLUMP
PICK-UP CHARGE:
TICKET NO.:
UNIT WEIGHT
YIELD
6. 0 0 INCHES
Ye~ NO
484961
PCF
CF/CY
(1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemee~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIG~D
Gl) City of Coppell/Mr. Lee Stone
/(1)
City of CoppellLMr Lar Davis
' TEST~ETH~DS: ArUM C31, C~, C1~, C173, C192, C~I,0RCI~
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