ST0004-LR010830 ~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN L ONGVIEW
11050 Ables In., 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: 08/30/2001
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
Cylinder Age, Max Load Area Strength Fracture
Set # # Test Date (days) Obs. 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 140850 28.27 4980 unbonded cap
2 08020112 08/30/2001 28 136160 28.27 4820 unbonded cap
28 day average 4900
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.
F2.% "'" /
TERRA-MAR, INC.
Tho results presented in this repo~ pertain only to the specific items tested. This roport was produce0 for the exclusive use of the dient. Any reproduction of
this repo~, or any part thoroin, is strictly prohiBito0 without tho oxpress wdtton consont of TMI.
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