ST0004-LR011023~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Daflas, 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.: DC01-066-054
Report Date: 10/23/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 09/25/2001
Slump 5 in max Sampled By Contractor
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: n/a Time Batched: n/a Time Sampled: n/a
Slump: n/a Air Content: n/a Unit Weight: n/a
Concrete Temperature: n/a Ambient Temperature: n/a Yardage (c.y.): n/a
Placement Location: Paving, South bound lane, Freeport Parkway
Sample Location: Hole #24
Set # Cyl~der Age, Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi] Type
1 09250101 10/02/2001 7 120390 28.27 4260 unbonded cap
I 09250102 10/23/2001 28 161850 28.27 5720 unbonded cap
I 09250103 10/23/2001 28 160840 28.27 5690 unbonded cap
1 09250104 Hold
28 day average 5710
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.
CONTRACTOR MADE
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Tho results pmsonted in this repod po~ain only to the specific items tested. This roport was produceO for tho oxclusivo uso of the cliont. Any roproduction of
this ropo~, or any pa~ therein, is strictly pmhibitod without tho oxpmss wdtton consont of IMI.
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