ST0004-LR010605TERRAMAR GEOTFCHNICAL, ENVIRONMENTAL AND MATERIALS ENMNEERS
DA ' FORT WORTH HOUSTON AUSTIN LC 7EW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax :(972) 488 -8080
Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement
Repair
TMI Report No.: DC01- 066 -005
Report Date: 06/05/2001
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
4000 psi @ 28 Days
5 in max
3 % min 6 %max
n/a
n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
05/29/2001
Mohammed A. Kashem
Clear
Hanson /9636
ASTM C -231 -B
Ticket Number: 684485 Time Batched: 12:20 PM
Slump: 6 in* Air Content: 4.3%
Concrete Temperature: 82° F Ambient Temperature: 80° F
Placement Location: Street repari at Freeport Parkway
Sample Location: At hole #1 at South end
An asterisk ( *) appears next to field data which does NOT meet specifications.
Time Sampled: 1:25 PM
Unit Weight: n/a
Yardage (c.y.): 70 of 70
Set #
Cylinder
#
Tes Da
Age Max Load Area Stren th
(d ays) ( I b s. force) (
1
05290101
06/05/2001
(psi
7 90480 28.27
1
05290102
06/26/2001
3200
28
1
05290103
06/26/2001
28
1
05290104
Hold
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.
Fracture
Type
unbonded cap
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
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