ST0004-LR010828 ~ 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.: DC01-066-043
Report Date: 08/28/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/14/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a SuppliedMix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 816571 Time Batched: n/a Time Sampled: 12:50 pm
Slump: 7 in* Air Content: 3.0 % Unit Weight: n/a
Concrete Temperature: 93° F Ambient Temperature: 97° F Yardage (c.y.): 60 of 90
Placement Location: Roadway paving
Sample Location: Repair no. 15, West bound lane of N. Freeport Pkwy. at 130' North form starting point of repair
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 08140101 08/21/2001 7 112440 28.27 3980 unbonded cap
1 08140102 08/21/2001 7 120830 28.27 4270 unbonded cap
1 08140103 08/28/2001 14 122050 28.27 4320 unbonded cap
1 08140104 08/28/2001 14 126440 28.27 4470 unbonded cap
1 08140105 09/11/2001 28
1 08140106 09/11/2001 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 repod 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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