Gunner P2-LR010111 ~ GEO' 'HNICAL, ENVIRONMENTAL AND MATERIALS El'' NEERS
DAL ...3 FORT WORTH HOUSTON AUSTIN LO. ~ /IEW
11050 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) C.D. Construction Consuiting
· (1) City of Coppell
(1) City of Coppell
TMI Report No.: DC00-040-107 (1) Archon Group
Report Date: 01/11/2001
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 % rain 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~ (lbs. force) (sq.in.) (psi'~ Type
1 KARl2110001 12/18/2000 7 64480 28.27 2280 unbonded cap
I KARl2110002 01/08/2001 28 87210 28.27 3080 unbonded cap
1 KARl2110003 01/08/2001 28 88240 28.27 3120 unbonded cap
Average 3100
I KA~12110004 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
CMT Manager
The results presented in this report pertain only to the specific items res[ed. This repcrt 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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