Park West CC(1)-LR 950913REPORT NO,:
PROJECT:
LOCATION:
35
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Tilt wall panel - #81
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE C, AST:
SPECIFICATION:
QUANTITY REPRESENTED:
08/16/95
3000 PSI
40/160 yds
~CT~NGINEER:
CONTRACT~: McFadden & Miller
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
'BY ORDER OF:
09/13/95
08 / 23 / 950~ER NUUBER:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAX]MUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSt:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
PW081601 PW081602 PW0081603
............. DAMAGED IN FIELD ................
7 28 28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 7 5 *F MIX 8 5
TIME OF 8AMPLE: 0 7: 2 0 A~F'J~.
SOU.CE OF CO.CRSTE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMiXTURE(S):
°F,
TRANSPORTED BY
AIR CONTENT
M,X COOE: 39
Reed
SLUMP
PICK-UP CHARGE:
'nCK~.O.: 437456
UNIT WEIGHT
YIELD
6.50
INCHES
NO
PCF
~mm~oR: (1) Marc Myers Company/Mr. Richard Crow m~~_~
(1) McFadden & Miller Construction/Mr. Dave VanDe
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr Andy Brundige -'
· SIGNED
TEST METHODS: ASTM C 31. C 39, C 143. C 173, C 192, C 231. OR C 1064
PAG~ 1 OF 1
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019