Gunner P2-LR000516 (2) TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT IVORTH HOL-"STON LONGY[EW ~4USTIN
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 R. awie
PROJECT: Karrington Apartments North American Communities - Kurt Hcinbecker
REPORT DATE: 5/16,'00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-017 City of Coppell -Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5/2/00
Slump (in.): 5 max Sampled By: S. Adli
Air Content (%): 3 - 6 .... Weather: Clear
Concrete Temp (°F): 95 max ~' Supplier/Mix: LMC
FIELD DATA: SET # 1
Ticket #: 7086419 Time Batched: 2:26 PM Time Sampled: 3:15 PM
Slump (in.): 1 Air Content (%): 4 Unit Weight (pcf): N.-"A
Conc. Temp. (°F): ~j_ Ambient Iemp. (°F): 80 Yardage (c.y.): 9..'9.."09
Placement Location: 2 manholes on line "C"
Sample Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAPPED PER ASTM C61'~
Set # Cylinder # Test Date Age Max Load Area Strength Notes
1 (Days) (lbs) (sq. in) (psi)
050201 §/9/00 7 143140 28.27 5060
050202 §/30/00 28
050203 5/30/00 28
KAR
050204 Hold
(I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) UNBONDED CAP SYSTEM USED, TYPE A(CONE) FRACTURE UNLESS OTHERWISE .NOTED; B ~CONE-SPL[T): C(CONE-SHEAR);
D (SHEAR); E ICOLUMNAR)
(3) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, CI43, C1 ,,, C~_ ~
Additional Distribution:
Don Matlock - Fax: 972-906-0608
id Gar>' D. D~'
Page 1 of 1 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.