ST0004-LR010814 (4) ~ 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.: DC01-066-032
Report Date: 08/14/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/31/2001
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: 907735 Time Batched: 11:26 am Time Sampled: 12:00 pm
Slump: 5 in Air Content: 2.5 %* Unit Weight: n/a
Concrete Temperature: 93° F Ambient Temperature: 97° F Yardage (c.y.): 40 of 60
Placement Location: Paving
Sample Location: Station 12+50, North of Freeport Pkwy.
An asterisk (*) appears next to field data which does NOT meet specifications.
Set # Cyl~der Age. Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 07310101 08/07/2001 7 119180 28.27 4210 unbonded cap
I 07310102 08/07/2001 7 114880 28.27 4060 unbonded cap
I 07310103 08/14/2001 14 132220 28.27 4680 unbonded cap
I 07310104 08/14/2001 14 135040 28.27 4780 w unbonded cap
I 07310105 08/28/2001 28
I 07310106 08/28/2001 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.
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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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