Gunner P2-LR000623 (2) TERRA-MAlL INC.
GEOTECHNICAL ENVIRONMENTAL :~ND MATERIALS ENGINEERS
D.4LL,4S FORT WORTH HOUSTON LONGVIEW ,4USTIN
l l050.4bles 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 Rawe
PROJECT: Karrington Apartments North American Communities - Kurt Heinbecker
REPORT DATE: 6."23-00 C.D. Construction - Garreth Campbell
TMI REPORT #: DC00-040-038 CiD' of Coppell - Greg Jones
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 5.'23.'00
Slump (in.): N.'A Sampled By: Contractor
Air Content (%.1: N. A Weather: N A
Concrete Temp (~F): N.A Supplier:Mix: N'A
FIELD DATA: SET #1
Ticket a: N 'A Time Batched: N.'A Time Sampled: N 'A
Slump (in.): N. A Air Content (%): N:A Unit Weight (pcl3: N."A
Conc. Temp. I.°F): N.A Ambient Temp. (:F): N:'A Yardage !c.y.l: N.A
Placement Location: Inlets
Sample Location: Inlets
Remarks: Contractor made
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOI_DED AND CURED PER ASTM C3 I. TESTED PER ASTM C39. CAPPED PER .\STM (."! 23 !
Set ~ Age Max Load Strength
? Cylinder v.. Test Date Area (sq.in) - Notes
1 (.Days) (lbs) (psi)
05230 l 5.."30/00 7 ......... ('.x h,:der Damaged
052302 6/20/00 28 129820 28.27 4590
052303 6,"20.."00 28 133880 28.27 4740
KAR
052304 Discard
(1) NORMAL CYLINDER SIZE 6" X 12". AREA 28 27 sq. m., UNLESS NOTED ABOVE.
(2) UNBONDED CAI' SYSTEM t. SED UNI_.ESS O-I-HERWISE NO'I'ED ABOVE.
(3 ~ FIELD TESTS A RE PER AP!'LICABI.E ASTM STANDARDS: C138. (": 43. C 172. C231
Additional Distribution:
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.