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Gunner P2-LR000801 (2) TERRA-MAR, INC. - GEOTECHNICA,, ENVIRONMENTAL AND MATElx~,aLS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN l l050 Ables Lane, Dallas, T~xas 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: 8/1/00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-045 City of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6.:29'00 Slump (in.): 5 Sampled By: I~. Jennings Air Content (%): ixl/A Weather: Clear Concrete Temp (:F): N/A Supplier/Mix: TXI FIELD DATA: SET #1 Ticket #: 1071231 Time Batched: 7:18 AM Time Sampled: 8:00 AM Slump (in.): 6 Air Content (%): N,"A Unit Weight (pcf): ,3000 Conc. Temp. (:F): 892 Ambient Temp. (:F): 78 Yardage (c.y.): ~ Placement Location: Slab ~:9, South end Sample Location: Slab -"9, SW comer Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C 123 I Age Max Load Area Strength Notes Setl # Cylinder. # Test Date (Days) (lbs) (sq.in) (psi) 062901 7/6/00 7 65250 28.27 2310 062902 7/27/00 28 98390 28.27 3480 062903 7/27/00 28 95820 28.27 3390 062904 Discard (1) NOILMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in.. L.~LESS NOTED ABOVE. (2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE .NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C 138. C 143. C172. C231 Additional Distribution: ia Ga~. DO', %It/- 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. -- TEP, P,A.-~I&I~, INC. - GEOTECHNICA~ ENVIRONMENTAL AND MATEIx~ALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGYIEW ,-1L'STIN 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/!:'00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-045 Ciw ofCoppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6/29/00 Slump (in.): 5 Sampled By: E. Jennings Air Content (%): N/A Weather: Clear Concrete Temp (°F): N/A Supplier/Mix: TXI FIELD DATA: SET//2 Ticket e: 1071258 Time Batched: 9:22 AM Time Sampled: 10:00 AM Slump (in.): 6 Air Content (%): N:'A Unit Weight (pcf): 3000 Cone. Temp. (°F): ~ Ambient Temp. (:F): 8.9- Yardage (c.y.): 1 ~O Placement Location: Slab ~9. N. end of slab Sample Location: Slab ~9.70 feet S. of N. end of slab 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 Area Strength 2 Cylinder # Test Date (Days) (lbs) (sq.in) (psi) Notes 062905 7/6/00 7 75640 28.27 2680 062906 7/27/00 28 113770 28.27 4020 062907 7/27/00 28 108160 28.27 3830 062908 Discard (1) NORMAL CYLINDER SIZE 6" X 12"..AREA 28.27 sq. in.. L.'.~LESS NOTED ABOVE. (2) L--.~BONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. CI43, C172. C231 Additional Distribution: 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. --' GEOTECHNIC.~,~ · ENVIRONMENTAL AND MATE~x, ALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGV1EW 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 Rawe PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker REPORT DATE: 8/1i00 C.D. Construction - Garreth Campbell TMI REPORT #: DC00-040-045 City.. of Coppell - Greg Jones SPECIFICATIONS PROJECT DATA Strength (psi): 3000 Placement Date: 6/29/00 Slump (in.): 5 Sampled By: E. Jennings Air Content (%): N/A Weather: Clear Concrete Temp (CF): N"A Supplier.:Mix: TXI FIELD DATA: SET #3 Ticket .~: 1071276 Time Batched: 10:45 AM Time Sampled: 1 l:l 5 AM Slump (in.): 5 1/2 Air Content (%): N/A Unit Weight (pcf): 3000 Conc. Temp. (°F): 89.2 Ambient Temp. (°F): 90 Yardage (c.y.): 240 Placement Location: Slab ~9. middle &center of pad Sample Location: Slab v~9. middle &center &pad Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C 1231 Age Max Load Area Strength Set3 ~ Cylinder. # Test Date (Days) (lbs) (sq.in) (psi) Notes 062909 7/6/00 7 59860 28.27 2120 062910 7/27/00 28 105170 28.27 3720 062911 7/27/00 28 97460 28.27 3450 062912 Discard (1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) L.~BONDED CAP SYSTEM USED L~'LESS OTHERWISE NOTED ABOVE. (3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C 138. C 143. C 172. C231 Additional Distribution: 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.