ST0004-LR010821 (2) ~q, RA-fl~BJ~ 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.: DC01-066-027
Report Date: 08/21/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/24/2001
Slump 5 in max Sampled By Mohammed A. Kashem
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: 907380 Time Batched: 11:45 am Time Sampled: 1:00 pm
Slump: 3.5 in Air Content: 5.0 % Unit Weight: n/a
Concrete Temperature: 96° F Ambient Temperature: 90° F Yardage (c.y.): 10 of 120
Placement Location: Paving at Freeport Parkway
Sample Location: Paving at Freeport Parkway at North bound lane, Station 1+55
Set # Cyl~der Age, Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 07240101 07/31/2001 7 109740 28.18 3890 unbonded cap
1 07240102 07/31/2001 7 115450 28.18 4100 unbonded cap
1 07240103 08/07/2001 14 127340 28.27 4500 unbonded cap
1 07240104 08/07/2001 2~ ~ 127020 28.27 4490 ~' unbonded cap
1 07240105 08/21/2001 146010 "28.27 5160 unbonded cap
1 07240106 08/21/2001 144690 28.27 5120 unbonded cap
28 day average 5140
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
TERRA-MAR, INC. // ~ott
Sr. VicCr~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 reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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