PA0101-LR030131 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUST/N LONGVIEW
11050 Ab/es Ln., Dallas, Texas 75229 phoee: (g72) 488-8800 fax:(g72) 488-8080
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Client: JMC Construction. L.P.
Project: Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-045
Report Date: 01/31/2003
Specifications
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Test Data
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
SupplieflMix
Air Content Method
01/03/2003
Mohammed A. Kashem
Clear
Lattimore Materials/864
ASTM C-231-B
Ticket Number: 7122613
Slump: 4 in
Concrete Temperature: 70° F
Placement Location: Culvert at Chat Trail #2
Sample Location: At East half
Time Batched: 1:31 pm
Air Content: 4.6 %
Ambient Temperature: 60° F
Time Sampled: 2:15 pm
Unit Weight: n/a
Yardage (c.y.): 7 of 27
in
Age. Max Load Area
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.)
Strenqth
(psi}
Fracture
Type
I cpt01030301 01/10/2003 7 123020 28.27 4350
1 cpt01030302 01/31/2003 28 158190 28.37 5580
1 cpt01030303 01/31/2003 28 158040 28.37 5570
28 day average 5580
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.
unbondedcap
unbonded cap
unbonded cap
TERRA-MAR, INC.
Mike Fuller
Project Manager
The results presented in this report pertain 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 wdtten consent of TML
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