Gunner P2-LR000608 (3) TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D,4LL,4S FORT WORTH HOUSTON LONGYIEW ,4USTIN
11050,4bles Lane, Dallas. Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
ISTRIBUTIO
CLIENT: North American Communities Archon Group - Angle Rawie
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6/8/2000 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-019 City ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): )600 Placement Dat 412819000
Slump (in.): 4 +/- i Sampled By:
Air Content (%): N/A Weather: Clear
Concrete Temp (°F): N/A Supplier/Mix: I. attimore
FIELD DATA: SET # 1
Ticket ~: 3103750 Time Batched: ! :45 PM Time Sampled: 4:05 PM
Slump (in.): ~ Air Content (%): N/A Unit Weight (pcf): N/A
Conc. Temp. (°F): N/A Ambient Temp. (° 80-82 Yardage (c.y.): 9.5
Placement Location: Manhole for line "B"
Sample Location: Manhole for line "B"
Remarks: Sanlple taken at end of pour due to schedulirlg
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Age Max Load Area Strength
Cylinder # Test Date Notes
I (Days) (lbs) (sq.in) (psi)
042801 5/5/2000 7 123260 28.27 4360
042802 5/26/2000 28 167880 28.09 5980
042803 5/26/2000 28 168770 28.09 6010
042804 Discard
(I) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., U.~LESS NOTED ABOVE.
(2) U~BONDED CAP SYSTEM USED. TYPE A(CONE) FRACTURE L.,'NLESS OTHERWISE NOTED; B (CONE-SPLIT); C(CONE-
SHEAR): D (SHEAR): E (COLUMNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143. C172, C231
Additional Distribution:
Don Matlock- Fax: 972-906-0608
%%
Page I of 1 Project Manager
Note: This 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.