ST0004-LR010530TERRAiMM GEOTFCHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DAL FORT WORTH HOUSTON AUSTIN LO. IEW ST 0 0 —'D 4•
11050 Ab /es 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: 05/30/2001
Specifications
- ---------------
- - ----
Te Data
Strength
4000 psi @ 28 Days
- - - --
Placement Date
05/23/2001
Slump
5 in max
Sampled By
David Aughinbaugh
Air Content
3 % min 6 % max
Weather
No wind / Clear
Concrete Temperature
n/a
Supplier /Mix
Hanson /7723
Ambi Tem perature
n/a
Air Content Method
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
1
05230101
1
05230102
1
05230103
z:
05230104
1
05230105
1
05230106
Normal
cylinder size: 6" x 12"
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
1
05230101
1
05230102
1
05230103
1
05230104
1
05230105
1
05230106
Normal
cylinder size: 6" x 12"
Test Date
05/30/2001
05/30/2001
06/06/2001
06/06/2001
06/20/2001
06/20/2001
Age Load
(lbs. orce)
7
80960
14
14
28
28
Field and laboratory tests by TMI are per applicable M
Area
(sq.in.)
St Fracture
sl Type
28.27
2630 nbonded cap
28.27
- unbonded cap
Standards: C 0 131, C143, C172, C1064, and C617 or C1231.
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y
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The results presented in this report pertain only to the specific items tested. This report was produced for t e 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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