ST0004-LR011017 (2)~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) #88-8800 fax:(972) 488-8080
_- Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantum Contracting
Repair
TMI Report No.: DC01-066-072
Report Date: 10/17/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/08/2001
Slump 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % min 6 % max Weather CLEAR
Concrete Temperature n/a Supplier/Mix Hanson/N/A
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 009629 Time Batched: 11:34 AM Time Sampled: 12:45 PM
Slump: 4.5 in Air Content: 5.1% Unit Weight: N/A
Concrete Temperature: 72° F Ambient Temperature: 66° F Yardage (c.y.): 10 of 20
Placement Location: Paving at SB Freeport Parkway
Sample Location: At Hole #22 at S end
Cylinder Age, Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (ps0 Type
1 10080101 10/15/2001 7 92600 28.27 3270 unbonded cap
1 10080102 11/05/2001 28
I 10080103 11/05/2001 28
1 10080104 Hold
Normal cylinder size: 6"x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C$1, C39, C138, C143, C172, C1064, and C617 or C1231.
~.. SCOTT M. PETTIT
028.3
TERR~-~R, I~C. ~ ~ott U/~ettit,
Sr. Vice Presideffi
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 repod, or any part therein, is strictly prohibited without the express written consent of TMI.
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