Gunner P2-LR001106 --- TERIL4~-MAR, INC.
GEOTECHNICA~ ENVIRONMENTAL AND MATER..~LS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone.-972-488-8800 Fax:972-488-8080
CONCRETE INSPEC'~ION AND COMPRESSION TEST REPORT
DISTRIBUTION':
CLIENT: North American Communities Archon Group - Angle Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 1 I/6/00 C.D. Construction - Garreth Campbell
TI~II REPORT #: DC00-040-101 Ci~' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 10/30/00
Slump (in.): I - ~ Sampled By: R. Shaheed
Air Content (%): 3 - 6 Weather: (~loudy
Concrete Temp (°F): 9,5_ Supplier/Mix: TXI / 46
FIELD DATA: SET #1
Ticket #: 2770844 Time Batched: 9:10 AM Time Sampled: 10:00 AM
Slump (in.): 7 1/4 Air Content (%): 5 Unit Weight (pcf): N/A
Conc. Temp. (°F): 79 Ambient Temp. (°F): 713 Yardage (c.y.): 10 c.y.
Placement Location: Parking Lot Paving
Sample Location: Mail facility,. West side - 75' West
Remarks: Color added at plant / plasticizer
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTbt C1231
Set # Age Max Load Strength Notes
1 Cylinder # Test Date (Days) (lbs) Area (sq.in) (psi)
103001 1 I:;6/00 7 105600 28.27 3740
103002 11/27/00 28
103003 11/27/00 28
KAR
103004 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED UNLESS OTHERWISE NOTED ABOVE.
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, CI72, C231
sd
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.