PA0101-LR030102TERRArN AR GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS PA L [ -- c l
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
Ilik
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax: (972) 488 -8080
sSo
-- Concrete Compression Test Report
Client: JMC Construction, L.P. Report Distribution: (1) City of Coppell
Project: Coppell Trails (1) City of Coppell
363 N. Denton Tap Road (1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DCO2 -115 -043
Report Date: 01102/2003
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3000 psi @ 28 Days
4 in max
6 % max
n/a
n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
12/20/2002
Mohammed A. Kashem
Clear
Lattimore Materials /864
ASTM C -231 -B
N!
As a �� � `
�a,. 1,
7
Stren th Fracture
(ps Type
�'
.,.
12/27/2002
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
Set #
Cylinder
#
Test Date
Age Max Load Area
(days) (Ibs. f orce) (sq.in.)
Stren th Fracture
(ps Type
1
cpt12200201
12/27/2002
7 100920 28.27
3570 unbonded cap
1
cpt12200202
01/17/2003
28
1
cpt12200203
01/17/2003
28
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.
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.
OISSD Page I of I