ST0004-LR011022~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
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) Quantum Contracting
Repair
TMI Report No.: DC01-066-076
Report Date: 10/22/2001
Specifications Tes_t_ Da?
Strength 4000 psi @ 28 Days Placement Date 10/12/2001
Slump 5 in max Sampled By Adolph Ortiz
Air Content 3 % min 6 % max Weather PT. CLOUDY
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 438 Time Batched: 2:25 PM Time Sampled: 3:00 PM
Slump: 5.75 in* Air Content: 3.5 % Unit Weight: N/A
Concrete Temperature: n/a Ambient Temperature: 82° F Yardage (c.y.): 169 of 189
Placement Location: Turn lane
Sample Location: Freeport Parkway, turn lane
.A.n asterisk (*) appears next to field data which does NOT meet specifications. -
Cyl~der Age. Max Load Area Strength Fracture
Set # Test Date (days) (lbs. force) (sq.in.) (psi) Type
3 10120109 10/19/2001 7 135900 28.27 4810 unbonded cap
3 10120110 11/09/2001 28
3 10120111 11/09/2001 28
3 10120112 Hold
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.
TERRA-MAR, INC. Scott M. Pettit, P.E.
Sr. Vice President
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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