Gunner P2-LR000609 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D,4LL,,IS FORT WORTH HOUSTON LONGVIEW ,4USTIN
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 - Angie Rawie
PROJECT: Karrin~on Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6/9/2000 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-031 City. ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5/30/?000
Slump (in.): 5" max Sampled By: C. Newton
Air Content (%): ! - 6 Weather: Clear
Concrete Temp (°F): 95 SuppliedMix: TXl / 9505
FIELD DATA: SET # 1
Ticket #: 7648528 Time Batched: 7:04 AM Time Sampled: 7:50 AM
Slump (in.): 3 I/2 Air Content (%): N/A Unit Weight (pcf): N.:A
Conc. Temp. (°F): 88 Ambient Temp. (=F): 73 Yardage (c.y.): 50/300
Placement Location: Buildirtg a2
Sample Location: l~ast side of building #3
Remarks:
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
1 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes -
053001 6/t5/2000 7 74930 28.18 2660
053002 6/27/2000 28
053003 6/27/2000 28
053004 Hold
(I) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in.. L..~LESS NOTED ABOVE.
(2) L.~BONDED CAP SYSTEM USED, TYPE A(CONE) FRACTURE UNLESS OTHERWISE NOTED; B (CONE-SPLIT); C(CONE-SHEAR); D
(SHEAR); E (COLUMNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38. C143, CI72. C231
Additional Distribution:
Don Matlock - Fax: 972-906-0608
id Gary DI. Dry. [J3/-'
Page I of' 2 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.
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables 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: 6/9/2000 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-031 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5/30/2000
Slump (in.): 5" max Sampled By: C. Newton
Air Content (%): 1 - § Weather: Clear
Concrete Temp (°F): 95 Supplier/Mix: TXI / 9505
° FIELD DATA: SET # 2
Ticket #: 7648853 Time Batched: 9:37 AM Time Sampled: 10:05 AM
Slump (in.): 6 Air Content (%): N/A Unit Weight (pcf): N/A
Conc. Temp. (°F): 87 Ambient Temp. (°F): 77 Yardage (c.y.): 210/730
Placement Location: Building #2
Sample Location: South end of building
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Age Max Load Area Strength
Set # Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes
2 '
053005 6/6/2000 7 82820 28.18 2940
053006 6~27~2000 28
053007 6~27/2000 28
KAR
053008 Hold
(1) NORMAL CYLINDER SIZE 6"X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED, TYPE A(CONE) FRACTURE UNLESS OTHERWISE NOTED: B (CONE-SPLIT); C(CONE-
SHEAR); D (SHEAR); E (COLUMNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl 38, C143, C172, C231
additional distribution:
Don Matlock - Fax: 972-906-0608
Page 2 of 2 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.