ST0004-LR010822 (2)~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1.10~allas, Texas75229phone.'(972) 488-8800fax.'(972)488-8080
Client: Th,?~ity of Co~¢ell / Report Distribution: (1) The City of Coppell
Project: F~eep. ort Par~vay Pavement / (1) Ouantam Contracting
Rep°rt D~~o n s~"~ Test Data
Strength 4000 psi @ 28 Days Placement Date 07/25/2001
Slump 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
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
Set # Cyl~der Age. Max Load Area Strength Fracture
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 146600 28.27 5180 unbonded cap
6 07250106 08/22/2001 28 149210 28.27 5280 unbonded cap
28 day average 5230
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 C~1231~_~.~,~
TER"A 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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