Gunner P2-LR000901 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT It/ORTH HOUSTON LONGVIEW AUSTL, V
11050.4bles Lane, Dallas. Texas 75229 Phone.'972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COlVlPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North 3wnerican Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9/1.'00 C.D. Construction - Garreth Campbell
TMI REPORT it: DC00-040-064 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 7."28.'00
Slump (in.): 1 - 5 Sampled By: E. Jennings
Air Content (%): 3 - 6 Weather: Clear
Concrete Temp (°F): N.-'A Supplier..Mix: TXI
FIELD DATA: SET #1
Ticket #: 2694522 Time Batched: 5:31 AM Time Sampled: 6:30 AM
Slump (in.): 6_ Air Content (%): 3 1.,'2 Unit Weight ('pcf): N..'A
Cone. Temp. (°F): 85. Ambient Temp. (=F): 80 Yardage (c.y.): 60 c.v.
Placement Location: Pavin~ lot - North of leasine buildino_
Sample Location: North of leasin~ buildin~o - 25'N & 15' W of SE comer of SE parkin~ spaces
Remarks: Slump non-compliant. Mike Ward notified, elected to place concrete
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM Cf:31
Set # Cylinder # Test Date Age Max Load Strength
1 ' (Days) (lbs) Area (sq.in) (psi) Notes
072801 8/4/'00 7 83940 28.27 2970
072802 8.-'25,."00 28 1 13940 28.27 4030
072803 8/25/00 28 117620 28.27 4160
KAR
072804 Discard
(1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., L.~LESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHER\VISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C 143. C172, C23 l
sd d / Gary D.
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.
TERR~&-MAR, INC. -
GEOTECHNICA, · ENVIRONMENTAL .-SAND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
l l050 Ables Lane, Dallas. Texas /.>.:-9 Phone:972-488-8800 Fax.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group ~ Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 9;'1.."00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-064 Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 7;'28/00
Slump (in.): 1 - 5 Sampled By: E. Jennints
Air Content (%): 3 - 6 Weather: Clear
Concrete Temp (°F): N/A Supplier,'Mix: TXI
FIELD DATA: SET #2
Ticket a: 2694~9.. Time Batched: 7:54 AM Time Sampled: 8:50 AM
Slump (in.): 8 1/2 Air Content (%): 3 1/2 Unit Weight (pcf): N/A
Conc. Temp. ('F): 92 Ambient Temp. (:F): 9_~5 Yardage (c.y.): 160
Placement Location: Paving lot - North of leasine building
Sample Location: 30' N & 10' E of SW comer of SW parking_ spaces
Remarks: Slump non-compliant. Mike Ward notified, elected to place concrete.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C1231
Set # Age Max Load Strength
2 Cylinder # Test Date (Days) (.lbs) Area (sq.in) (psi) Notes
072805 8;'4/00 7 68020 28.27 2410
072806 8/25/00 28 96090 28.27 3400
072807 8/25i00 28 97020 28.27 3430
KAR
072808 Discard
i, 1 ) NOILMAL CYLINDER SIZE 6" X ,a . AREA _~x..:. sq. in., UNLESS NOTED ABOVE
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3~. FIELD TESTS A~ PER APPLICABLE ASTM STANDARDS: C138, C ,4o.~ C-~.~, C231
sd Gao' D. Dry,
Page 2 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.
GEOTECHNICAL ENVIRONMENTAL AND MATERLa~LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW .4USTIN
11050 Ables Lane, Dallas, Texas 75229 Phone.'972-488-8800 Fear.'972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
DISTRIBUTION:
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North .&raerican Communities - Kurt Heinbecker
REPORT DATE: 9..' 1,'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-064 City_' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength {psi): 3000 Placement Date: 7;28'00
Slump (in.): 1 - 5 Sampled By: E. Jenninzs
Air Content (%): 3 - 6 Weather: Clear
Concrete Temp (°F): N.."A Supplier.-Mix: TXI
FIELD DATA: SET #3
Ticket #: 2694797 Time Batched: 7:54 .'~,\'I Time Sampled: 8:50 AM
Slump (in.): 8 1;2 Air Content (%): 3 1."2 Unit Weight (pcf): N..'A
Conc. Temp. {°F): 92 Ambient Temp. (°F): 9_~5 Yardage (c.y.): 160
Placement Location: Pavin.o - North access to leasing buildin~
Sample Location: 10' S & 15' E of West expansion, joint to fire lane
Remarks: Slump non-compliant. Mike Ward notified, elected to place concrete.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3 -',. TESTED PER :\STM C39. CAPPED PER ASTM C1231
Set =,' Age Max Load Strength
3 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi) Notes
072809 8/4/00 7 71440 28.27 2530
072810 8/25..."00 28 102060 28.27 3610
072811 8/25/00 28 109360 28.27 3870
KAR
072812 Discard
I
(,1) NOI~MAL CYLINDER SIZE 6" X 12", ARF,A 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHF,RWISE NOTED ABOVE.
~d Gary D. D~',
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.