Gunner P2-LR000922 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.4LLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
i/050 Ables Lane. Dallas. Texas 75~9 Phone.'972-488-8800 Fax.'9/z-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
T~II REPORT #: DC00-040-090A CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (.psi): 3000 Placement Date: 8.-'24,'00
Slump (in.): 1 - '~ Sampled By: S. Adli
Air Content (%): 4 - 6 Weather: Clear
Concrete Temp ~ :Fi: 95 Max. Supplier.'Mix: TXI ' 8203
FIELD DATA: SET #1
Ticket #: 2717892 Time Batched: 6:14 AM Time Sampled: 6:40 AM
Slump (in.l: q Air Content ~%): 4_ Unit Weight (pcl3: N/A
Cone. Temp. ~,:F): 8,5 Ambient Temp. {°-F): 80 Yardage (c.y.): 30."1000
Placement Location: Paving - South of Buikling 13
Sample Location: 10' South & 10' West of Southeast corner of building 13
Remarks:
CONCRETE COMPRESSION TEST RESULTS
( YLINDERS MOLDED AND(. t.'RED PER ASTM ('21. TESTED PER ASTM ('39. CAPI~ED PER ASTM C123i
Set # Age Max Load Strength
1 Cylinder .e Test Date (Days) (lbs) Area (sq.in) Notes
' (psi)
082401 8/31,."00 7 121110 28.27 4280
082402 9/21/00 28 135170 28.27 4780
082403 9..."21/00 28 132690 28.27 4690
082404 Discard
(1) NORMAL CYLINDER SIZE fi" X ~2". AREA 2g.2~ sq :n.. UNLESS NOTED ABOVE.
(2) L'NBONDED C..\P SYSTEM USED tJNLESS OTI-IERW!S[5 NOTED ABOVE.
(3) FIELD 'rESTS ARE PER ..XPPI_I('AI~I_E ASTM STANDARDS. CI38. C~43. ('172. C231
~ Gary D. Dry,
Page 1 of 2 ProjeetManager
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.
TE RI~-k-MAIL INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGFTEW ,4USTIN
11050.4bles Lane, Dallas. To:tax 75229 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,'22-'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-090A CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 8.-'24..'00
Slump (in.): 1 - 5 Sampled By: S. Adli
Air Content t% ~: 4 - 6 Weather: Clear
Concrete Temp I:F): 9.s Max. Supplier.-Mix: TXI -' 8203
FIELD DATA: SET #2
Ticket a: 2718129 Time Batched: 8:30 AM Time Sampled: 9:30 AM
Slump (in.): 6 1 2 Air Content (%): 5 Unit Weight (pet3: N.'A
Cone. Temp. (':F): 9(.~) Ambient Temp. (°F): 8._~8 Yardage i.c.y.): 100."300
Placement Location: Paving - South of Building 13
Sample Location: 10' South & $0' West from SE corner of building 13
Remarks:
CONCRETE COMPRESSION TEST RESULTS
('Yt. iNDERS MOLDED AND ("I;RED PEr ASTM (.'31. TESTED PEr ASTM C'30. CAPPED PER ASTM C1231
Set # Cylinder ~ Test Date Age Max Load Strength
2 ' (Days) (lbs) Area (sq.in) (psi) Notes
082405 8..'31/00 7 67940 28.27 2400
082406 9..'2 I::00 28 93340 28.27 3300
082407 9:21/00 28 91750 28.27 3250
082408 Discard
t I ~ NOILMAL CYI_INDI:-R SIZE o" X ! 2"..AREA _8._. sq m., UNLESS NOTED ABOVE.
t2) UNBONDED C..\F' 5;',-'5;TEM t. SEI) UNLESS O'H-IERWISE NOTED ABOVE.
~3;~ FIELD TESTS Y. RE PER .API~LI(' \BLE ASTM STANDARDS: C13S. C~:3. C172. C23~
~d Gary D. Dry,
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.