Gunner Sub-LR 980617blil,lrlll Gl.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 16/6772 JOB NO.: 1598--0018
Pm~ECT: St. Matin Apartments
Coppell, Texas
LOCATION: Beltline Turn Lane at Main Entrance,
Bound
ARCHITEC~ENGINEER:
CONTRACTOR:
REPORTEDTO: EPI Prop. - Mark Morris
DATE:
West
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
6/24/98 ORDER NUMBER:
6/17/98
3600 psi @ 28 days
10/20 cu. yds.
S. Spin]cs
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER: SM6 1 70 1
MAXIMUM LOAD, LBS: 82,420
AGE WHEN TESTED. DAYS: 7
COMPRESSIVE STRENGTH, PSI: 2 9 2 0
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
SM61702
LABORATORYNUMBER 6772
SM61703 SM61704
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT 8 3
TIME OF SAMPLE: 1 0: 30
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
2 DAYS, LABORATORY FROM
OF M~X 88
Site Concrete
°F,
MIX CODE:
6/19/98 TRANSPORTED SY
AJR CONTENT 3.9 %.
PICK-UP CHARGE:
TICKET NO.: --
UNIT WEIGHT
YIELD
Manuel
SLUMP 2 3/4
YES
INCHES
NO X
PCF
CFICY
DISTRIBU~ON:
City of Coppell - Garreth Campbell/
EPI - Don Matlock (FAX)
SIGNED
TESTMETHOOS: ASTM C31, C39. C143, C173, C192, C231, ORC
PAG~ I o~ I