Gunner P2-LR001117 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW ,4USTIN
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 - Angie Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 11; 17;00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-104 Ci~, of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 11.'10:00
Slump (in.): I - 7 Sampled By: C. Kalu
Air Content (%): 3 - 6 Weather: Clear
Concrete Temp {°F): 55-95 Supplier:Mix: TXI - 8203
FIELD DATA: SET #1
Ticket #: 2TZ4809 Time Batched: 10:11 AM Time Sampled: 11:00 AM
Slump (in.): 4 1/2 Air Content (%): 4.8 Unit Weight (pcf): N.A
Conc. Iemp. (:F): 70 Ambient Temp. ICF): 56 Yardage (c.y.): 19 c.v.
Placement Location: Paving
Sample [.ocation: Approximately 60' North & 60' West of Southwest comer of building ~3.
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOI. DED AND CURED PER ASTM C3 I. TESTED PER ASTM C39. CAPPED PER ASTM C'.231
Set # Age Max Load Strength
Cylinder # Test Date .~ea (sq.in) Notes
l (Days) (lbs) (psi)
111001 11/17/00 7 73280 28.27 2590
111002 12/8/00 28
111003 12.."8/'00 28
IC~R
1 ! 1004 Hold
t 1 ) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED L.'NLESS OTHERWISE NOTED ABOVE.
i'3} FIELD TESTS ARE PER .-\PPLIC.\BLE ASTM STANDARDS: C~38. Cia3 C1'72. C231
sd ' D. Dry,
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.