ST0004-LR010608TERRA INAR GEOTFCHNICAL, ENVIRONMENTAL AND MATERIALS ENSINEERS
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 -004
Report Date: 06/08/2001
ST 00 -0 L�'
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
05/23/2001
David Aughinbaugh
No wind / Clear
Hanson /7723
ASTM C -231 -B
Placement Location: Paving repair, Easternmost lane in the North bound direction on Freeport Parkway
Sample Location: 50 yards South of the intersection of Wrangler & Freeport Parkway
Set #
Cylinder
Te Date
Ticket Number: 805680
Time Batched:
unknown
Time Sampled: 12:10 PM
Slump: 5 in
Air Content:
4.5%
Unit Weight: n/a
Concrete Temperature: 85° F
Ambient Temperature:
75° F
Yardage (c.y.): 10 of 10
Placement Location: Paving repair, Easternmost lane in the North bound direction on Freeport Parkway
Sample Location: 50 yards South of the intersection of Wrangler & Freeport Parkway
Set #
Cylinder
Te Date
Age
(days)
Max Load
(lb force)
Area
(sq.in. )
Stres th
Fracture
Typ
))
1
05230101
05/30/2001
7
74240
28.27
2630
unbonded cap
1
05230102
05/30/2001
7
80960
28.27
2860
unbonded cap
1
05230103
06/06/2001
14
91840
28.27
3250
unbonded cap
1
05230104
06/06/2001
14
89580
28.27
3170
unbonded cap
1
05230105
06/20/2001
28
1
05230106
06/20/2001
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.
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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