Gunner P2-LR000830 (3) TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGV[EW AUSTIN
l l050 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 Rawe
PROJECT: Karrington Apartments North .American Communities - Kurt Heinbecker
REPORT DATE: 8/30/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-084 City of Copl~ell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8,'17.-'00
Slump (in.): 3 - 5 Sampled By: Moe II
Air Content (%): 3 - 5 Weather: Clear
Concrete Temp (°F): 85 to 95 Supplier:Mix: TXI: 8203
FIELD DATA: SET #1
Ticket #: 2712158 Time Batched: 5:47 AM Time Sampled: 6:45 AM
Slump (in.): 7 Air Content (%): 4.2 Unit Weight (pcf): N/A
Conc. Temp. (°F): 90 Ambient Temp. (CF): 85 Yardage (c.y.): 30:"300
Placement Location: Front of building #8
Sample Location: Station 39-96
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3 l. TESTED PER ASTM C39. CAPPED PER ASTM C123 ~
Set # Age Max Load Strength
1 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes
081701 8/24/00 7 73520 28.27 2600
081702 9/14/00 28
081703 9/14/00 28
KAR
081704 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143. C172. C231
~/Gary D. Dry, ~
Page 1 of 3 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. -
GEOTECHNICA~ ENVIRONMENTAL AND MATERa.~LS ENGINEERS
DALLAS FORT ~VORTH 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 Mnerican Communities Archon Group -Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 8/30/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-084 City. ofCo00ell - Gre.e Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8/17/00
Slump (in.): 3 - 5 Sampled By: Moe II
Air Content (%): 3 - 5 Weather: Clear
Concrete Temp (°F): 85 to 95 Supplier/Mix: TXI / 8203
FIELD DATA: SET//2
Ticket #: 2712304 Time Batched: 7:10 AM Time Sampled: 8:15 A/vi
Slump (in.): 5 Air Content (%): 4 Unit Weight (pcf): N/A
Conc. Temp. (°F): 9._~2 Ambient Temp. (°F): 100 Yardage (c.y.): 140 ;' 300
Placement Location: Front of building #9
Sample Location: Station 59-~88
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAPPED PER ASTM Ct23t
Set # Age Max Load Strength Notes
2 Cylinder # Test Date (Days) (lbs) .Area (sq.in) (psi)
081705 8/24/00 7 71160 28.27 2520
081706 9/14/'00 28
081707 9/14/00 28
KAR
081708 Hold
(I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., L~LESS NOTED ABOVE.
(2) U.~BONDED CAP SYSTEM USED U~'NLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDA~S: C138, C143, C172. C231
,d ~ / GaryD. D~,/
Page 2 of 3 Project Managgr
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 A_ND MATER~,-~LS 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 - .4a~gie Rawe
PROJECT: Karrington Apartments North .~nerican Communities - Kurt Heinbecker
REPORT DATE: 8/30,'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-084 City of Co0pell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8/17/00
Slump (in.): 3 - 5 Sampled By: Moe II
Air Content (%): 3 - 5 Weather: Clear
Concrete Temp (°F): 85 to 95 Supplier/Mix: TXI / 8203
FIELD DATA: SET #3
Ticket #: 2712464 Time Batched: 8:29 AM Time Sampled: 10:00 AM
Slump (in.): 5 I,"2 Air Content (%): 5.__~2 Unit Weight (pcf): N;A
Conc. Temp. (°F): 95 Ambient Temp. (°F): 105 Yardage (c.y.): 250 / 300
Placement Location: Front of building #9
Sample Location: Station 60-83
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAPPED PER ASTM C 1231
Set # Age Max Load Strength
3 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes
081709 8/'24/00 7 68470 28.27 2420
081710 9/14/00 28
081711 9/14/00 28
KAR
081712 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., U,'NLESS NOTED ABOVE.
(2) U~BONDED CAP SYSTEM USED L~LESS OTHERWISE NOTED ,M3OVE.
~n~ [ Gary D. D~t, /
Page 3 of 3 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.