ST0004-LR010904~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH 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.: DC01-066-037
Report Date: 09/04/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/07/2001
Slump 5 in max Sampled By Zuhair Shubbar
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: 807862 Time Batched: 12:35 pm Time Sampled: 1:40 pm
Slump: 4.25 in Air Content: 2.0 %* Unit Weight: n/a
Concrete Temperature: 96° F Ambient Temperature: 98° F Yardage (c.y.): 50 of 130
Placement Location: Paving
Sample Location: North Freeport Pkwy., Station 0+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Cylipder Age. Max Load Area Strength Fracture
Set
Test Date (days~ (lbs. force) (sq.in.) (psi} Type
I 08070101 08/14/2001 7 102310 28.27 3620 unbonded cap
I 08070102 08/14/2001 7 104380 28.27 3690 unbonded cap
1 08070103 08/21/2001 14 116110 28.27 4110 unbonded cap
1 08070104 08/21/2001 14 117040 28.27 4140 unbonded cap
1 08070105 09/04/2001 28 133950 28.27 4740 unbonded cap
I 08070106 09/04/2001 28 ~41260 28,27 5000 unbonded cap
28 day average 4870
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 C1~
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TERRA-MAR, INC.
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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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