Park West CC(1)-LR 951113 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
48
REPORT NO.: JOB NO.:
Park West Commerce Center
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
2166.2
Panel leave-out - 150'S, 2'W of NE
buildin9 corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/16/95
3000 PSI
30/90 yds
S~.ED BY: B. Woolwine
DATE:
BY ORDER OF:
11/13/9s
10 / 23 / 95ORDE" NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-28.2~ SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW101601
PW101602 PW101603 PW101604
82,600 111,300 113,300
7 28 28
2920 3940 4010
3980
MA~MUM LOAD. LBS: 82, 9 0 0
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
7
2930
2930
15'PE BREAK: CONICAL (U.N.O.)
R~KS: Does comply with Specification
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1 10/17/95
TEMPERATURE: AMBIENT
~IME OF ~AMPLE: 0 8: 3 5
~U.CE OF CONCRSTE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
SLUMP
65 'F M~X 72 'F.
AM/FJ~.
TRANSPORTED BY
AIR CONTENT %,
6 . 0 0 INCHES
Y~ NO
PICK-UP CHARGE:
MiX CODE: 3 9 TICKET NO.: 4 7 3 0 6 3
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,SU~O,: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Mi'ller Construction/Mr. Dave VanDemeE
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
() City of Coppell/Mr. Lee Stone
) City of Coppell/_Mr Larry ]~i,v~, 1~.
TEST I~ETHODS: A~M C C 173, C 192, C 231, OR C 1064 PAGE I
_ OF 1
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~O019