Park West CC(1)-LR 950804REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED T~.
%4
Park West Commerce Center
Piers - E.5-30, E-30, D.5-30, D-30,
C.5-30
reed engineering
I'
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/07/95
3000 PSI
10/30 yds
SAMPLEOSY: B. Woolwine
DATE:
08/04/95 BYOROEROF:
07/14/95
~R N~R:
Client
(~ x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
PW070701
FIELD NUMBER:
64,500
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED, DAYS:
2280
COMPRESSIVE STRENGTH, PSI:
AVERAGE STREHGTH, PSI:
LABO~T~Y NUMBER
PW070702
88,000
28
3110
PW070703
90,000
28
BREAK: ~N~ (U.N.O.) ~
~MASKS: Does comply with Specification
3180
3150
METHOD OF CURING: FIELD i DAYS. ~mXTOaY FRO~ 07 / 08 / 95 mXNS~RTEO BY Reed
TEMPERATURE: AMBIENT 8 5 'F MIX 8 8 '*F.
AIR CONTENT
SLUMP 5 . O0 INCHES
TIME OF SAMPLE: 09 : 20
SOU"CE OF CONCRE~: TXI
MIX COOE:
PICK-UP CHARGE: Y~;~i
T,CKET NO.: 413315
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
m~m,su~oN- (1) Marc Myers Company/Mr. Richard Crow
x~!l) M~'Fadden & Miller Construction/Mr. Dave VanDeme (1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
1
TEST METHOOS: ABTM C 31, C 30, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350'5600 · (FAX)214/350-O019