ST0004-LR010802 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
l ~050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 488-8080
Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantam Contracting
Repair
TMI Report No.: DC01-066-024
Report Date: 00/02/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/19/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % rain 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 866761 Time Batched: 1:00 pm Time Sampled: 1:54 pm
Slump: 5.25 in* Air Content: 6.0 % Unit Weight: n/a
Concrete Temperature: 96° F Ambient Temperature: 97" F Yardage (c.y.): n/a
Placement Location: Paving
Sample Location: Station 7+00, North bound lane of Freeport Parkway
An asterisk (*) appears next to field data which does NOT meet specifications.
Set # Cyl~der Age Max Load Area StrenClth Fracture
Test Date (days) (lbs. force) (sq.in.) (psi'~ Type
1 07190101 07/26/2001 7 106890 28.27 3780 unbonded cap
I 07190102 07/26/2001 7 108440 28.27 3830 unbonded cap
I 07190103 08/02/2001 14 118820 28.27 4200 unbonded cap
1 07190104 08/02/2001 14 122050 28.27 4340 unbonded cap
I 07190105 08/16/2001 28
I 07190106 08/16/2001 28
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Supervisor was informed of high concrete temperature.
TERRA-MAR, INC.
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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