Park West CC(09)-LR 960621 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
41 JOBNO.: 2700.1
Parkwest Commerce Center - II
Grade beams - G-II to 13, F-11
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/14/96
3000 PSI
10/10 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: F. Palmer
CONTRACTOR: McFadden & Miller
BY ORDER OF: fl lent
REPORTED?O: Myers & Crow Company, Inc. DATE; 06/21/96ORDERNUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28,26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N,O.)
REMARKS:
PW061401
60,300
7
2130
~SORATORY NUMBER
PW061402
PW061403
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ,SAMPLE:
01:00
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
1
°F MIX
93 91
OF,
TRANSPORTED BY
06/15/96
AIR CONTENT
Reed
SLUMP
INCHES
4.50
NO
PICK-UP CHARGE:
MIX CODE: 5
TICKET NO.: 6 0 8 5 0 6
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
D'STR,BU~ON: (1) Myers & Crow Company, Inc./Mr. Richard Cro'
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S~]~D
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~ETH~.r~ ~.V~ c,43, 0173, C192, C231,0RC1064
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~56~00 · (FAX)214/35(~0019
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