Gateway BP(2.4)-LR 941214REPORT NO.:
Office/Warehouse - Freeport Pky @
PR~ECT: Gateway Blvd.
Paving - island between eastbound &
LOC^T,ON= westbound lanes of Gateway, 10'W of
reed engineering
CONCRETE COMPRESSION TEST REPORT
1982 .1
JOE NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
Freel~)(D~REPRESENTED:
ARCHITECT/ENGINEER:
CON~qACTOR:
REPORTED TO:
Clean Cut
Cattellus Development Corp.
12/14/94
12/07/94
3000 PSI
10/60 yds
SAMPLEDBY: m. Thompson
Client
BY ORDER OF:
DATE: ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 BO, IN.
FIELD NUMBER: GF 120701
MAXIMUM LOAD. LBS: 107, 000
7
AGE WHEN TESTED, OAYS:
3780
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
GF120702 GF120703
28 28
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 1 2 / 0 8 / 9 4 TRANSPORTED BY Re ed
TEMPERATURE: AMBIENT 48 °F MIX 44 °F. AIRCONTENT4 . 80 %, SLUMP 6 . 0 INCHES
TIME OF SAMPLE: 12 : 20 ~/PM, PiCK-UPCHARGE: --YES ~O
8274 307801
FINE AGGREGATE: UNIT WEIGHT PCP
COARSE AGGREGATE:
WATER: YIELD CF/CY
CEMENT:
FLY ASH:
ADMIXTURE{S):
D~SR~B ,o (:].) CaCCe±±us uevelopmenc corporacion/'~v[r. Joh~}~du~puulu~
(Tt~ ~ff Associates, Inc./Mr. Pat Acker
(~/) City of Coppell/Mr. Ken Griffin ~~~
(1) Clean Cut/Mr. Bill Mills
SIGNED
1
TEST METHODS; ASTM C 31, C 39, C 143, C 173. C 192. C 231, OR C 1064 PAGE
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019