PA0101-LR030121Client:
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.
Coppe{l Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-043
Report Date: 01/21/2003
Concrete Compression Test Report
Specifications
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Report Distribution: {1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., inc.
(1) JMC Construction, LP
Test Data
Placement Date 12120/2002
Sampled By Mohammed A. Kashem
Weather Clear
Supplier/Mix Lattimore Materials/864
Air Content Method ASTM C-231-B
Ticket Number: 7122410 Time Batched: 2:01 pm Time Sampled: 3:35 pm
Slump: 3 in Air Content: 4.5 % Unit Weight: n/a
Concrete Temperature: 56° F Ambient Temperature: 55° F Yardage (c.y.): 40 of 50
Placement Location: Trail #3
Sample Location: At the slab of 5' x 2' box culvert at Station 21 +50
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
I cpt12200201 12/27/2002 7 100920 28.27 3570 unbonded cap
I cpt12200202 01/17/2003 28 143250 28.27 5070 unbonded cap
I cpt12200203 01/17/2003 28 146950 28.27 5200 unbonded cap
28 day average 5140
Non'hal 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.
TERRA-MAR, INC.
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 TMI.
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