ST0004-LR010906~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS~ENGINEERS ~ OO"O/'~
DALLAS FORT WORTH HOUSTON AUST/N LONGV/EW
11050 Ab/es 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 PavementRepair ~i~ ~O~antum Contra¢fin~
TMI Report No.: DC01-066-040
Report Date: 09/06/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/09/2001
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: 937688 Time Batched: 1:00 pm Time Sampled: 1:40 pm
Slump: 4.75 in Air Content: 4.5 % Unit Weight: n/a
Concrete Temperature: 94° F Ambient Temperature: 98° F Yardage (c.y.): 50 of 120
Placement Location: Paving
Sample Location: East bound of North Freeport Pkwy., Station 0+50
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 08090101 08/16/2001 7 109280 28.27 3860 unbonded cap
1 08090102 08/16/2001 7 112610 28.27 3980 unbonded cap
1 08090103 08/23/2001 14 118960 28.27 4210 unbonded cap
1 08090104 08/23/2001 14 123190 28.27 4360 unbonded cap
I 08090105 09/06/2001 28 134600 28,27 4760 unbonded cap
I 08090106 09/06/2001 28 128370 28.27 4540 unbonded cap
28 day average 4650
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.
~ , ..~
TERF~-MAR, INC. ~~~J/'~~
S~ Vic~r~ident
The results presented in this report pe~ain only to the specific items tested. This report was produced for the exclusive use of the client. Any mpr~u~on of
this repo~, or any pall therein, is strictly prohibited without the express written consent of TMI.
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