ST0004-LR010620TERRAMM GEOTcCHNICAL, ENVIRONMENTAL AND MATERIALS E�' I.NEERS
D; S FORT WORTH HOUSTON AUSTIN L VIEW
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: 06/20/2001
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
05/23/2001
David Aughinbaugh
No wind / Clear
Hanson /7723
ASTM C -231 -B
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
Test Date
Age
(d ays)
Max Load
(lbs. force)
Area
Area
St(Psigth
1
05230101
05/30/2001
7
74240
28.27
2
1
05230102
05/30/2001
7
80960
28.27
2860
1
05230103
06/06/2001
14
91840
28.27
3250
1
05230104
06/06/2001
14
89580
28.27
3170
1
1
05230105
05230106
06/20/2001
06/20/2001
101250
28.27
3580
96800
28,27
28 day average
Normal cylinder size: 6" x 12"
The average 28 day compressive strength test results do not meet specifications.
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Of
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.
Fracture
Type
unbonded cap
unbonded cap
unbonded cap
unbonded cap
unbonded cap
unbonded cap
OISSD
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