Gunner P2-LR000626 -- TERtL~,-MAR, INC.
GEOTECHNIC.-. ENVIRONMENTAL AND MATEK..,LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050.4bles Lane. Dallas. Texas 75229 Phone.'972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6:26,00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-039 Ciw of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 6/13/00
Slump (in.l: N."A Sampled By: Contractor
Air Content (°.40: N :A Weather: N/A
Concrete Temp {:F): N.-'A Supplier/Mix: N/A
FIELD DATA: SET # 1
Ticket #: N-:A Time Batched: Ni,A Time Sampled: N-:A
Slump (in.): N-'A Air Content {%): N.:A Unit Weight (pcB: N:A
Conc. Temp. (':FI: N.A Ambient Temp. I°F): N 'A Yardage {c.y. ): N A
Placement Location: East header wall
Sample Location: East header wall
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAPPED PER ASTM CO i7
Set # Cylinder ~ Test Date Age Max Load Area Strength Notes
1 " (Days) (lbs) (sq.in) (psi)
061301 6/20/00 7 93720 28.27 3320
061302 7/11/00 28
KAR 061303 7/1 1/00 28
061304 Hold
(1) NORMAL CYLINDER SIZE 0" X 12", AREA 2S.2? sq. in., UNLESS NOTED ABOVE.
(2'~ UNBONDED CAP SYSIEM USED. TYPE Ag(ONE! FRACTURE L'NLESS OTHER\VISE NOTED; B ~CONE-SPLIT): C~('ONE-SHEAR): D
(SHEAR); E {COLUMNAR~
(3'~ FIELD TESTS .\P,£ PER APPI.ICABLE ASTM STANDARDS: CI38. C143. C172.
Additional Distribution:
Don Matlock - Fax: 972-906-0608
sd Gary D. Dry
nage 1 of I Project Manager
,s report is for the exclusive use of the client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.