ST0004-LR010808 (2)~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
11050 Ables In., 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.: DC01-066-028
Report Date: 08/08/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/;~/2~-~
Slump 5 in max Sampled By Mohammed A. Kashem
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
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Ticket Number: 907415 Time Batched: 11:45 am Time Sampled: 12:50 pm
Slump: 4.5 in Air Content: n/a Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 93° F Yardage (c.y.): 10 of 140
Placement Location: Paving at Freeport Pkwy.
Sample Location: North bound lane, 140' South from North end of the bridge
Cylinder Age, Max Load Area Strength Fracture
Set # # Test Date (days; (lbs. force) (sq.in.) (psi) Type
1 07250101 08/01/2001 7 121330 28.27 4290 unbonded cap
2 07250102 08/01/2001 7 129890 28.27 4590 unbonded cap
3 07250103 08/08/2001 14 134220 28,27 4750 unbonded cap
4 07250104 08/08/2001 14 134060 28.27 4740 unbonded cap
5 07250105 08/22/2001 28
6 07250106 08/22/2001 28
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C!43, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
The results presented in this repo~ pe~ain only to the specific items tested. This repo~ was produced for the exclusive use of the client. Any reproduction of
this repo~, or any pa~ therein, is strictly prohibited without the express written consent of TMI.
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