ST0004-LR010824 (2)l'~/~J~'~ 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) Quantam Contracting
Repair
TMI Report No.: DC01-066-041
Report Date: 08/24/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/10/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Clear / Windy
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 937706 Time Batched: 1:25 pm Time Sampled: 1:25 pm
Slump: 6 in* Air Content: 3.0 % Unit Weight: n/a
Concrete Temperature: 98° F Ambient Temperature: 100° F Yardage (c.y.): 40 of 70
Placement Location: Paving
Sample Location: Station 0+00, West bound lane of North Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications.
Cylinder Age. Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 08100101 08/17/2001 7 112310 28.27 3970 unbonded cap
1 08100102 08/17/2001 7 113430 28.27 4010 unbonded cap
I 08100103 08/24/2001 14 114150 28.27 4040 unbonded cap
I 08100104 08/24/2001 14 119340 28.27 4220 unbonded cap
I 08100105 09/07/2001 28
I 08100106 09/07/2001 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.
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 mpod, or any part therein, is strictly prohibited without the express written consent of TMI.
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