ST0004-LR010802 (3) ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 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) Quantam Contracting
Repair
TMI Report No.: DC01-066-024
Report Date: 08/02/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/19/2001
Slump 5 in max Sampled By 7uhair Shubbar
Air Content 3 % min 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: 819526 Time Batched: 3:15 pm Time Sampled: 4:10 pm
Slump: n/a Air Content: n/a Unit Weight: n/a
Concrete Temperature: 100° F Ambient Temperature: 99° F Yardage (c.y.): n/a
Placement Location: Paving
Sample Location: Station 8+50, North bound lane of Freeport Parkway
Set # Cyl~der Age Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi) Type
2 07190107 07/26/2001 7 114010 28.27 4030 unbonded cap
2 07190108 07/26/2001 7 125550 28.27 4440 unbonded cap
2 07190109 08/02/2001 14 135540 28.27 4790 unbonded cap
2 07190110 08/02/2001 14 142160 28.27 5030 unbonded cap
2 07190111 08/16/2001 28
2 07190112 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, INO.
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 ~ny part therein, is strictly prohibited without the express written consent of TML
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