ST0004-LR010827 (2) lf'F.~,J~l~lJ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGWEW
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.: DC01-066-031
Report Date: 08/27/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/30/2001
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 937301 Time Batched: 1:00 pm Time Sampled: 1:50 pm
Slump: 6.5 in* Air Content: 4.8 % Unit Weight: n/a
Concrete Temperature: 95° F Ambient Temperature: 99° F Yardage (c.y.): 70 of 110
Placement Location: Paving
Sample Location: Station 15+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 07300101 08/06/2001 7 97800 28.27 3460 unbonded cap
1 07300102 08/06/2001 7 101500 28.27 3590 unbonded cap
1 07300103 08/13/2001 14 114590 28.27 4050 unbonded cap
1 07300104 08/13/2001 14 109410 28.27 3870 unbonded cap
1 07300105 08/27/2001 28 123820 28.27 4380 unbonded cap
1 07300106 08/27/2001 28 133620 28.27 4730 unbonded cap
1 07300106 07/30/2001
28 day average 4560
Normal cylinder size: 6"x 12" ....t~'~,-~'%~.~_ ~.~1
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or Cl~~.r~ -I
The results presontoO in this report ~ortain only to tho specific items tostoO. This roport was produce~ for vo uso of tho cliont. Any roproduction of
this roport, or any part therein, is stdctly prohiDitod without the oxpress written consont ol IMI.
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