Park West CC(1)-LR 951103 (2)REPORT NO.:
PROJECT:
LOCATION:
53
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Paving - 120'S, 10'E of NE building
corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/27/95
3000 PSI
70/130 yds
ARCHrrECTR[NGINEER:
SAMPLED BY: F. Pitts
CONTRACTOR:
REPORTED TO:.
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11 / 03 / 95ORDER NUMBER:
Client
(3 X 12 INCH) NOMINAL CYLINDER SIZE: .AREA-28.26 SQ. IN,
REID NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW102701
112,700
7
3990
~RATOflY NUMBER
PW102702
28
PW102703
28
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 74 eF
DAYS, ~TOR¥ FROM
M'X 80
10/28/95
TRANSPORTED BY
*F.
AIR CONTENT
Reed
SLUMP 5 . 0 0 INCHES
11ME OF SAMPLE: 09: 25
SOURCE OF CONCR;TE: TX I
MIX CODE:
9'643
PICK-UP CHARGE: YIL~ NO
TICKET NO.: 481344
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,STH,B~ON: (1) Marc Myers Company/Mr. Richard CrOWD~
(1) McFadden & Miller Construction/Mr. Dave Van
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Lar Davis 1 1
TEST METHODS: A~M C 31, C3g, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STU'1'Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019