ST0004-LR010820 (4) ~ 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.: DC01-066-034
Report Date: 08/20/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 08/02/2001
Slump 5 in max Sampled By Adrain Hayes
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: 937496 Time Batched: 12:45 pm Time Sampled: 1:50 pm
Slump: 5 in Air Content: 5.7 % Unit Weight: n/a
Concrete Temperature: 97° F Ambient Temperature: 100° F Yardage (c.y.): 110 of 130
Placement Location: Station 14+00 to Station 27+50
Sample Location: Station 17+00
Set ¢ Cyl~der Age. Max Load Area Strength Fracture
Test Date (days~ (lbs. force} (sq.in.) (psi] Type
2 08020107 08/09/2001 7 117940 28.27 4170 unbonded cap
2 08020108 08/09/2001 7 120660 28.27 4270 unbonded cap
2 08020109 08/16/2001 14 127930 28.27 4520 unbonded cap
2 08020110 08/16/2001 14 129430 28.27 4580 unbonded cap
2 08020111 08/30/2001 28
2 08020112 08/30/2001 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.
The results prosente0 in this report pe~ain only to tho specific items tosted. This report was pro0uco0 for the exclusive use of tho client. Any roproduction of
this ropo~, or any part therein, is strictly prohibited without the oxpress written consont of TM1.
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