Park West CC(1)-LR 951124reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
53
2166.2
JOB NO.:
REPORT NO.:
Park West Commerce Center
Pavin~ - 120'S, 10'E of NE buildin~
LOCA'nON: corner
DATE CAST:
SPECIFICATION:
QUANTII~ REPRESENTED:
10/27/95
3000 PSI
70/130 yds
ARCHITECT/ENGINEER:
SAMPLED aY: F. Pitts
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
BY ORDER OF: Client
11/24/95
DATE: 11 / 03 / 95ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER: PW102701
MAXIMUM LOAD. LBS: 112, 700
7
AGE W~IEN TESTED. DAYS:
3990
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
LABORATORY NUMBER
PW102702 PW102703
144,400 140,100
28 28
5110 4960
~ BR~K: CONICAL (U.N.O.)
REM*RKS: Does comply with Specification
5040
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1 10/28/95
TEMPERATURE: AMBIENT 74 °F MIX 80
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
5.00
INCHES
TIME OF SAMPLE: 09: 25
SOURCE OF CONCRETE: TX I
MIX CODE: 9643
PICK-UP CHARGE: Y~
TICKET NO.: 481344
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
UNIT WEIGHT
YIELD
PCF
CF/CY
Crow~
ne
DISTRIBUTION: (1) Marc Myers Company/Mr. Richard
(1) McFadden & Miller Construction/Mr. Dave VanDeme
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell~Mr. Lee Stone
(1) City of Coppell~Mr. Larrv Davis
TE~METHOOS: A~M C31, C~, C143, C173, C192, C~I,ORCl~
PAOF 1 OF i
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019