Gateway BP(2.4)-LR 950104 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
1 1982 .1 12/07/94
REPORT NO.: JOB NO.: DATE CAST:
Office/Warehouse - Freeport Pky @ 3000 PSI
pROJECT: Gateway Blvd. SPECIFICATION:
Paving - island between eastbound & 10/60 yds
LOCAl]ON: westbound lanes of Gateway, 10'W of Freep~REPRESENTEO:
ARCH~ECT~ENGINEER: SAMPLEDBY: R. Thompson
Clean Cut BY ORDER OF:
CONTR*CTOB: 01/04/95
Cattellus Development Corp. 12/14/94
REPORTED TO: DATE: ORDER NUMBER:
Client
(E x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
~ELDNUMBER: GF120701 GF120702 GF120703
107,000 151,000 147,000
M~IMUM LOAD, LBS:
7 28 28
AGE WHEN TESTED, DAYS:
3780 5340 5200
COMPRE~IVE SI~RENGTH,
5270
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.} , · ,
REMARKS: Does comply with Specification
METHOD OF CURING: FIELD I DAys, LABORATORY FROM 12/08/94 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 4 8 °F MIX 4 4 °F. AIR CONTENT4 . 8 0 ~/e, SLUMP 6 . 0
TIME OF SAMPLE: 12: 20 ~M, PICK-UPCHARGE: _YJ;S
8274 307801
INCHES
FINE AGGREGATE: UNIT WEIGHT
COARSE AGGREGATE:
YIELD
WATER:
CEMENT:
(~/~'s~ff Ass°c ia t es' Inc'/Mr' Pat Ack er
~) City of Coppell/Mr. Ken Griffin
(1) Clean Cut/Mr. Bill Mills
SIGNED
1 1
TEST METHODS: ASTM C31, C3g, C143, C 173, C 192, C231,ORC1064
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2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX)214/35(~0019