PA0101-LR030107Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Concrete Compression Test Report
TMI Report No.:
Report Date:
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckei, Rollins & Assocs., Inc.
(1) JMC Construction, LP
DC02-115-035
01/07/2003
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 12/06/2002
Slump 4 in max Sampled By Matt Adams
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/864
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3153729 Time Batched: 2:21 pm Time Sampled: 3:45 pm
Slump: 4.5 in* Air Content: 3.6 % Unit Weight: n/a
Concrete Temperature: 58° F Ambient Temperature: 54° F Yardage (c.y.): 10 of 10
Placement Location: Trail #3 at 120' Bridge, Station 31+65
Sample Location: At Station 31+65, North 120' Bddge
An asterisk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (tbs. force) (sq.in.) (psi] Type
1 cpt12060201 12/13/2002 7 101600 28.27 3590 unbonded cap
I cpt12060202 01/03/2003 28 133390 28.37 4700 unbonded cap
I cpt12060203 01/03/2003 28 134950 28.37 4760 unbonded cap
28 day average 4730
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.
TERRA-MAR, INC. ' ,,v! / 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 TMI.
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