Park West CC(09)-LR 9602286
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
GONTRAGTOR: McFadden & Miller
RE~TEDTO: Myers & Crow Company, Inc.
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center II
Approach at the SE area of project
CONCRETE COMPRESSION TEST REPORT
2 7 0 0.1 DATE CAST:
JOB NO.:
SPECIFICATION:
QUANTITY REPRESENTED:
02/21/96
3500 PSI
8/8 yds
SAMPLEDBY: L. Johnson
BY ORDER OF: C1 lent
02 / 28 / 96ORDER NUMBER:
DATE:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW022101
87,100
7
3080
LABORATORY NUMBER
PW022102
88,900
7
3140
3110
PW022103
28
PW022104
28
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 8 8
TIME OF SAMPLE: 0 2:3 0
DAYS, LABORATORY FROM
MIX
78
A~V~'M.
SOURCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
°F,
DISTRIBUTION:
TRANSPORTED BY
02/22/96
AIR CONTENT %,
4.20
Reed
SLUMP
PICK-UP CHARGE:
INCHES
3.25
YE~ NO
MIX CODE: 9 3 3 9
TICKET NO.: 42223 0
UNIT WEIGHT
PCF
YIELD
CFICY
(1) Myers & Crow Company, Inc./Mr. Richa~
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc.'/Mr. Andy Brundige SIG~ED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~ETH~.r~. p~.v~_, c,43,/~73, c,,2, C23,,ORC,0~ PAG~ 1 OF 1
2424 STUTZ DRIVE · SUITE400 · DALkAS, TEXAS75235 · 214/35~5600 · (FAX) 214/3504)019