Gunner P2-LR000922 (2) TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERLa,_LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONG~qEW AUSTIN
11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800 Fax:972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST RE. PORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9/22/00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-100 City ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 9-"8..'00
Slump (in.): 4 -'~-1 Sampled By: A. Hay.'es
Air Content (%): ~ -"-2 Weather: Cloudy
Concrete Temp (°F): I00 Supplier:'Mix: TXI "8203
FIELD DATA: SET #1
Ticket ~: 2729858 Time Batched: 6:33 AM Time Sampled: 7:00 AM
Slump (in.'}: '4_ Air Content (%): 6 Unit Weight (pcI): N-A
Conc. Temp. (=F): 80 Ambient Temp. (CF): .-.'6 Yardage (c.y.): 10 of 200
Placement Location: Building 15. carports - Station 445-50
Sample Location: Building 15. carports - Station 445-50
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C1231
Set ~ Age Max Load Strength
1 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes
090801 9/15/00 7 100000 28.27 3540
090802 10/6/00 28 121740 28.27 4310
090803 10/6;'00 28 124640 28.27 4410
09.0804 Hold
t I ) NORMAL CYLINDER SIZE 6" X ~ .: , ,=xn.~:..x .:~.~. sq. in.. L:~LESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) F ELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C~38. C143. C172, C231
Garry (. Dry,
Page 1 of 2 CME Manager- Dallas
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.
TERIL~-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL _4aND MATERI?LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGPTEW AUSThV
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: 9."22.00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-100 CiD, of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 9:8-"00
Slump (in.): 4 -:- 1 Sampled By: A. Hayes
Air Content (%): 5 -."-2 Weather: Cloudy
Concrete Temp (°F): 100 Supplier:Mix: TXI .-' 8203
FIELD DATA: SET #2
Ticket -~: 2730092 Time Batched: 8:35 AM Time Sampled: 9:50 AM
Slump (in.): 5 Air Content (%): 5 Unit Weight (pcf): N-A
Conc. Temp. {:F): _8.2 Ambient Temp. (:F): ~ Yardage (c.y.'}: 110 of 200
Placement Location: Building 15. carports - Station 445-50
Sample £ocation: Building 15. carports - Station 445-50
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3 l, TESTED PER ASTM C39, CAPPED PER ASTM C ~ 22 i
Set # Age Max Load Strength
Cylinder # Test Date Area (sq.in) Notes
2 (Days) (lbs) (psi)
090805 9/15/00 7 69480 28.27 2460
090806 10/6/00 28 93830 28.27 3320
090807 10/6/00 28 93460 28.27 3310
KAR
090808 Hold
(1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(.2) L'.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143. C172, C231
sa Garv b. Dry,
Page 2 of 2 CME Manager - Dallas
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.