Park West CC(1)-LR 950717REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
Marc .~ Mye r.s
REPORT~o TO: - ~*
2 2166.2
4~ NO.:
Park West Commerce Center
Piers - F-24, E-24 and D-24
reed engineering
GEOTECHNI~.AL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/19/95
3000 PSI
10/10 yds
SAMPLED BY: F. Palmer
DATE:
07/17/95 BY ORDER OF:
06/26/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-20.26 SQ. IN.
lABORATORY NUMBER
FqELD NUMBER: PW061901
PW061902
82,000 99,600
7 28
2900 3520
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
PW061903
103,800
28
3670
TYPE BR~K: CONICAL (U.N.O.)
REM~KS: Does comply with Specification
3600
METHOD OF CURING: FIELD 1
TEMPERATURE: AMBIENT 91 'F
DAYS. ~BORATO.Y FROM 06 / 20 / 95
TRANSPORTED BY
M,X 88 'F.
AIR CONTENT
Reed
SLUMP 5.25 INCHES
11ME OF SAMPLE: 0 9: 4 5
8OURCE OF CONCRETE: TXI
MIX CODE:
PICK-UP CHARGE: Y~ NO
TICKET NO.: 402046
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMEN'F:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
mSTR,BUT~,: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemee:
(1) Comerica Bank/Mr. Alan Williams
TEST METHODS: ASTM C 31, C 39, C 143. C 173, C 192, C 231, OR C 1064 PAGE 1 ].
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 214/350-0019