Park West CC(1)-LR 951023REPORT NO.:
PROJECT:
LOCATION:
48
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Panel leave-out - 150'S, 2'W of NE
building corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
lO/16/95
3000 PSI
30/90 yds
ARCHITECT/ENGINEER:
BAMP~DBY: B. Woolwine
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
10 / 23 / 950~DER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 BQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSh
AVERAGE STREHGTH, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
~SORAT~Y NUMBER
PW101601 PW101602
82,900 82,600
7 7
2930 2920
2930
PW101603 PW101604
28 28
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 6 5 °F
DAYS, LABORATORY FROM
10/17/95
TRANSPORTED BY
M~ 72 'F.
AIR CONTENT
Reed
SLUMP 6.00 ,.CHES
TiME OF SAMPLE: 0 8: 3 5
SOURCE OF CONCRETE: TX I
MIX CODE:
39
PICK-UP CHARGE: YI~ NO
TICKET "O.: 4 7 3 0 6 3
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,BUT,ON: (1) Marc Myers Company/Mr Richard
(1) McFadden & Miller Construction/Mr. Dave Va
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,GNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larrv Davis 1 OF 1
TEST METHODS: ASTM C31, C39, C 143, C 173, C 192, C 231, OR C 1064 PAOF
2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/3 50-0019