PA0101-LR021209Client:
Project:
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
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-027
Report Date: 12/09/2002
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
Specifications ........
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date 11/08/2002
Sampled By Adolph Ortiz
Weather Clear/Windy
Supplier/Mix Lattimore Materials/883
Air Content Method ASTM C-231-B
Ticket Number: 6185278 Time Batched: 10:41 am
Slump: 4 in Air Content: 3.5 %
Concrete Temperature: 68° F Ambient Temperature: 70° F
Placement Location: Hike & bike trails
Sample Location: Shady Brown Park, Coppell Trail ~4, Station 9+00
Time Sampled: 11:30 am
Unit Weight: n/a
Yardage (c.y.): 14 of 42
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi} Type
1 cpt11080201 11/15/2002 7 88400 28.27 3130 unbonded cap
1 cptl 1080202 12/06/2002 28 117100 28.27 4140 unbonded cap
I cptl 1080203 12/06/2002 28 117230 28.27 4150 unbonded cap
1 cpt11080204 Hold
28 day average 4150
Normal cylinder size: 6"x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172. C1064, and ce17 or C1231,
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 written consent of TML
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