Park West CC(1)-LR 950928OCT.
REPORT NO.:
PROJECT:
LOCATION:
36 JOB NO.:
Park West Commerce Center
Tilt wall panel - #50
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
DATE CAST:
SPEClRCATION:
QUANTITY REPRESENTED:.
08/31/95
3000 PSI
20/90 yds
ARCHITECT/ENGINEER:
ODm'RACTOR: McFadden & Miller
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
BY ORDER OF:
09/28/95
09 / 07 / 9 5ORDER NUMBER:
B. Lucas
Client
(8 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW083101
97,200
7
3440
LABORATORY NUMBER
PW083102
119,900
28
4240
Does comply with Specification
PW083103
125,600
28
4440
4340
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 81
TIME OF ,SAMPLE: 0 6: 5 9
SOURCE OF CONCRETE: ~ I
DAYS, LABORATORY FROM
· F .,X 9 3
A~,
09/01/95
TRANSPORTED BY
°F,
AIR CONTENT
Reed
SLUMP
5.50
PICK-UP CHARGE:
M,X CODE: 40
TICKET NO.: 447213
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Dl~m,s~no,: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
SIGNED
TEST METHODS: ASTM C 31. C 39, C 143, C 173. C 192, C 231, ORC t064 PAGE 'I OF '1
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019