Gunner Sub-LR 980624 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 27/681 8
JOB NO.: 1 598--001 8
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
PR~ECT: St. Marin Apartments
Coppell, Texas
L~ATION: Paving, Belt Line Rd.
E. of N/W Corner
AROHITECT~NGINEER:
Approach, 3' S., 25'
CONTRACTOR:
REPORTED TO:
EPI - Mark Morris
DATE:
7/22/98
7/1/98
BY ORDER OF:
ORDER NUMBER:
6/24/98
4000 psi @
9/18/36 cu.
R. Black
28 days
yds.
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
SM62401
105,010
7
3710
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Compressive
strength
SM62402
123,620
28
4370
complies with
LABORATORY NUMBER
SM62403
117,930
28
4170
4270
specifications.
6818
SM62404
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 98 °F MIX 92
TIME OF SAMPLE: AM/PM,
SOURCE OF CONCRETE: Lattimore
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
°F,
6/25/98 TRANSPORTED BY
AIR CONTENT 4.0 %,
MIX CODE: 4 2
R. Black
SLUMP
PICK-UP CHARGE:
nCKET NO.: 7053489
UNIT WEIGHT
YIELD
3 1/2 INCHES
YES NO X
PCF
CFICY
DISTRIBUTION:
City of Coppell - Garreth
EPI - Don Matlock (FAX')
Site Concrete
Campbell/
TEST METHODS: ASTM C31, C39. C143, C173, C192, C231,0RC1064