Park West CC(1)-LR 950922 (3) 34
REPORT NO.:
Park West Commerce
PROJECT:
Panel - #146
LOCATION:
reed engineering
GEOrECHNICAL CONSULTAI~¥S
CONCRETE COMPRESSION TEST REPORT
2166.2
JO~ NO.: DATE CAST:
Center
QUANTITY REPRESENTED:,
ARCHITECTIENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
08/25/95
3000 PSI
60/150 yds
BY: B. Woolwine
09/22/95 sv O,~eR OF:
09/01/95
ORDER NUMBER:
Client
(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: Does comply
LABORATORY NUMBER
PW082505 PW082506 PW082507
71,900 93,200 93,900
7 28 28
2540 3300 3320
3310
with
Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
~MEOF~AMPLE: 10: 14
SOU.CE OF CO. CR~rE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
1 DAYS. ~RATORY FROM 08 / 26 / 95 ~,S~RTED BY
88 'F MM 94 'F. A,RC~TEN~ 5.00
MD( OODE: 3 9
Reed
S.UM, 5.00 ,NCHES
PICK.UP CHARGE: Y~ NO
~c~,o.: 443931
UNIT WEIGHT PCF
YIELD CF/CY
~sm,sun~: (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 SIGNED
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TEST METHODS: ASTM C 31, C 3~, C 143, C 173, C 192, C 231, OR C 1064 PAD;
2424 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350.(X)19
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