Park West CC(1)-LR 951117REPORT NO.:
PROJECT:
LOCATION:
51 2166.2
~B NO.:
Park West Commerce Center
Pavin~ - 48'0'S, 40'W of 1~ buildin~
corner
reed engineering
GEOTECHNIC.~L CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/20/95
4000 PSI
40/210 yds
ARCHITECT/ENGINEER:
SAMPLED BY: B. Lucas
COHTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11/17/95
10 / 27 / 95oRDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER: PW10 2 0 01
LABORATORY NUMBER
PW102002
MAXIMUM LOAD, LBS: 9 4, 0 0 0
117,600
7 28
3320 4160
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
~MARKS: Does compl.y with Specification
PW102003
121,800
28
4310
4240
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
1
TEMPERATURE: AMBIENT 5 5 *F MIX 8 0
TRANSPORTED
BY
/ 95
AIR CONTENT %,
Reed
SLUMP
7.75
INCHES
TIME OF SAMPLE: 0 8: 15 AM/I~.
8OURCE OF CONCRETE: TX T
M,X CODE: 9643
PICK-UP CHARGE: YI~ NO
TICKET NO.: 476826
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNrT WEIGHT PCF
YIELD CFICY
Dave VanD~
mSTR,B~: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr.
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppe'll/Mr. Lee Stone
(1) City of Coppell/Mr. Larrv Davis
TEST METHODS: ASTM C 31. C 39. C 143. C 173. C 192. C 231. OR C 1064 PAG;
i OF i
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019