Gunner P2-LR000608 (2) TERRA MAR, INC ~'~
GEOTECHNIC~s~ ENVIRONMENTAL AND MATEksALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONG VIEW .4 USTIN
l l050,4bles Lane, Dallas, Tetras 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: 6/8/2000 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-025 City. ofCoppeli - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 '9 28 d~'s Placement Date: 5..'24.-"2000
Slump (in.): 5" max Sampled By: C. Newton
Air Content (%): 3 - 5 Weather: Cloudy
Concrete Temp (°F): 95 Supplier/Mix: TXI; 9505
FIELD DATA: SET # 1
Ticket #: N/A Time Batched: 7:50 AM Time Sampled: 8:00 AM
Slump (in.): 3.Z Air Content (%): 3.4 Unit Weight (pcf): N,'A
Conc. Temp. (°F): 85 Ambient Temp. (°F): 76 Yardage (c.y.): 50..'200
Placement Location: Building ~3
Sample Location: South side building e3
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS NIOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Cylinder # Test Date Age Max Load Area Strength Notes
1 ' (Days) (lbs) (sq.in) (psi)
052401 5/31/2000 7 97250 28.27 3440
052402 6/21/2000 28
052403 6/21/2000 28
052404 Hold
(1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., b~NLESS NOTED ABOVE.
(2) b~BONDED CAP SYSTEM USED. TYPE A(CONE) FRACTURE UNLESS OTHERWISE NOTED: B (CONE-SPLIT); C(CONE-SHEAR): D
(SHEAR); E (COLU.~INAR)
(3) FIELD TESTS ARE PER ,M~PLICABLE ASTM STANDARDS: C138. C143. C172. C231
Additional Distribution:
Don Matlock - Fax: 972-906-0608
Page I 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.
GEOTECHNICA_. ENVIRONMENTAL AND MATER...LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
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: Karrington Apartments North Arnerican Communities - Kurt Heinbecker
REPORT DATE: 6;'8,"00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-025 City of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 ~ 28 da~vs Placement Date: 5/24/00
Slump (in.): 5" max Sampled By: C. Newton
Air Content (%): 3 - ~q Weather: Cloudy
Concrete Temp (°F): 95 Supplier..'Mix: TXI .' 9505
FIELD DATA: SET # 2
Ticket #: N:"A Time Batched: 11:40 AM Time Sampled: 1 1:55 AM
Slump (in.): 8 1.'2" Air Content (%): 3..29 Unit Weight (pcf):
Conc. Temp. (°F): 88 Ambient Temp. (°F): 78 Yardage (c.y.): 200."250
Placement Location: Buildirlg #3
Sample Location: West side of building.
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAPPED PER ASTM Chi?
Set # Cylinder # Test Date Age Max Load Area Strength Notes
2 (Days) (lbs) (sq.in) (psi)
052405 5/31/'00 7 62440 28.27 2210
052406 6/21/00 28
052407 6/'21/00 28
KAR
052408 Hold
(I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.2? sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED. TYPE A~CONE) FRACTURE UNLESS OTHERWISE NOTED: B ~CONE-SPLIT'i: C~'CONE-SHEAR); D
(SHEAR): E ~COLUMNAR)
(3) FIELD TESTS ARE PER APPLICABLE AST.\I STANDARDS: C~35. C143, CI72. C231
additional distribution:
Don Matlock - Fax: 972-906-0608
id Gary ~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. ~
GEOTECHNICA. · ENVIRONMENTAL AND MATERi~-tLS ENGINEERS
D/ILL4S 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: 6/8/2000 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-025 City. ofCoppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5/24/2000
Slump (in.): 5" max Sampled By: C. Newton
Air Content (%): 3 - 5 Weather: Cloudy
Concrete Temp (°F): 95 Supplier:'Mix: TXI .." 9505
FIELD DATA: SET # 3
Ticket ~: N."A Time Batched: 12:00 PM Time Sampled: 12:!5 PM
Slump (in.): 5" Air Content (%): 3.5 Unit Weight (pcO: N/A
Conc. letup. (°F): 89 Ambient Temp. (°F): 79 Yardage (c.y.): 220/250
Placement Location: Building *3
Sample Location: North 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
3 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes
052409 5/31/2000 7 74930 28.27 2650
052410 6/21/2000 28
052411 6/21/2000 28
052412 Hold
(1) 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 L',~LESS OTHERWISE NOTED: B (CONE-SPLIT); C(CONE-SHEAR): D
(SHEAR); E (COLU~INAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. CI43. CI72. C231
additional distribution:
Don Matlock - Fax: 972-906-0608
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.