ST0004-LR011126 ~ 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
Projecf Freeport Parkway Pavement ~ T O O -O ~ (1) Quantum Contracting
TMI R ~ Repairepo~-084
Report Date: 11/26/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 10/25/2001
Slump 5 in max Sampled By Kedric Alexander
Air Content 3 % rain 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: 996080 Time Batched: 1:10 pm Time Sampled: 2:00 pm
Slump: 4 in Air Content: 3.5 % Unit Weight: n/a
Concrete Temperature: 85° F Ambient Temperature: 81 ° F Yardage (c.y.): 30 of 40
Placement Location: Paving
Sample Location: Hole #30
I
Set # Cyl~der Age Max Load Area S~tren
Test Date (days) (lbs. force) (sq.in.) ~' (psi~th FractureType
1 FPP10250101 11/01/2001 7 153800 28.27 J 5440 unbonded
cap
1 FPP10250102 11/22/2001 28 167270 28.27 · ~.. 5920 __~.ujabonded cap
1 FPP10250103 11/22/2001 28 171240 28.27 ~ unbonded cap
1 FPP10250104 Hold
28 day average 5990
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.
IER~-~R, I~C.
~ Vic~r~id~t
The resul~ presented in this repo~ pe~ain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any pa~ therein, is strictly prohibited without the express written consent of TMI.
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