Gunner Sub-LR 980617 (2)~~"'fgC,~ hllllldll ti.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631~372 Fax 214/631~1380
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 16/6772 JOB NO.: 1598--0018
DATE cA.r:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
PR~E~: St. Marin Apartments
Coppell, Texas
L~ATION: Beltline Turn Lane at Main Entrance, West
Bound
ARCH~CT/ENGINEER:
CONTRACTOR:
7/15/98
REPORTED TO: Ell3I Prop. - Mark Morris DATE: 6/24/98
BY ORDER OF:
ORDER NUMBER:
6/17/98
3600 psi @ 28 days
10/20 cu. yds.
S. Spinks
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28,26 SQ. IN. LABORATORY NUMBER
FIELD NUMBER: SM61701 SM61702 SM61703
MAXIMUM LOAD, LBS: 82,420 104,770 102,540
AGE WHEN TESTED, DAYS: 7 28 28
COMPRESSIVE STRENGTH, PSI: 29 20 3710 3660
AVERAGE STRENGTH, PSI: 3680
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Compressive strength complies with specifications.
6772
SM61704
METHOD OF CURING: FIELD 2 DAYS. LABORATORY FROM
TEMPERATURE: AMBIENT 83 eF MIX 88
TIME OF SAMPLE: 10: 30 AM/PM,
SOURCE OF CONCRETE: Site Concrete
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
6/19/98 TR~J~SPORTED BY
~UR CONTENT 3.9 ~,
MIX CODE: --
H. Manuel
SLUMP 2 3/4 INCHES
PICKUP CHARGE: YES NO X
TICKET NO.: --
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIB~ION:
City of Coppell - Garreth Campbell j
EPI - Don Matlock (FAX)
TEST METHOOS: ASTM C 31, C 30. C 143. C 173, C 192, C 23% OR C 1064