Gunner P2-LR010104~ GEO"'-"~HNICAL, ENVIRONMENTAL AND MATERIALS E~'"'~NEERS
DA, ,S FORT WORTH HOUSTON AUSTIN LC. VIEW
1 ~050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
Client: Archon Group Report Distribution: (1) Archon Group
(1) North American Communities
Project: Karrington Apartments (1) O.D. Construction Consulting
(1) City of Coppell
(1) City of Coppell
TMI Report No.: DC00-040-107 (1) Archon Group
Report Date: 01/04/2001
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 12/11/2000
Slump 4 in min 6 in max Sampled By Randolph Shaheed
Air Content 3 % min 6 % max Weather Clear / Cold
Concrete Temperature 55° F min 95° F max Supplier/Mix TXI/8272
Ambient Temperature n/a Air Content Method
Ticket Number: 2794284 Time Batched: 10:05 AM Time Sampled: 11:30 AM
Slump: 5 in Air Content: 3.7 % Unit Weight:
Concrete Temperature: 55° F Ambient Temperature: 34° F Yardage (c.y.):
Placement Location: Paving at Building 1
Sample Location: 50' South from SW corner of building
Age, Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) Obs. force) (sq.in.) (psi) Type
I KARl2110001 12/18/2000 7 64480 28.27 2280 unbonded cap
1 KARl2110002 01/08/2001 28
I KARl2110003 01/08/2001 28
1 KARl2110004 Hold
Normal cylinder size: 6" x 12"
Test Method(s): ASTM C-172, ASTM C-31, ASTM C-143, ASTM C-231, ASTM C-1064, ASTM C-138, ASTM C-39
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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