Gunner Sub-LR 980619REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
CONTRACTOR:
REPORTED TO: ~..pT
9200 King A~hur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
18/6743
St. Marin Apartments
Beltline Right Turn Lane
JOB.O.: 1598--0018
at Main Entrance
Property - Mark Morris
DA~: 6/26/98
DATE CAST:
SPECIRCATION:
QUANTTr~ REPRESENTED.'
SAMPLED BY:
BY ORDER OF:
ORDER NUMBER:
6/19/98
3600 psi @ 28 days
10/10/40 cu. yds.
H. Manuel
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER: SM61 901
MAXIMUM LOAD, Les: 70,900
AGE WHEN TESTED, DAYS: 7
COMPRESSIVE STRENGTH. PSI: 2510
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
SM61902
LABORATORY NUMBER
SM6190 3
6743
SM61904
METHOD OF CURING: FIELD 3 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 88 °F MIX 91 °F,
TIME OF SAMPLE: 9: 3 0 AM/PM,
SOURCE OF CONCRETE: Site Concrete
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
6/22/98 TRANSPORTEO eY
AIR CONTENT 2.6 ~,
MIX CODE: --
H. Manuel
SLUMP
PICK-UP CHARGE:
TICKET NO.: --
UNIT WEIGHT
YIELD
5 INCHES
YES NO X
PCF
CF/CY
DISTRIBUTION:
City of Coppell - Garreth
EPI - Don Matlock (FAX)
Campbell/
TEST METHODS: ASTM C31. C38, C143, C173, C192, C231. ORC1064
PM; I OF '1