SS9901-LR050418Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON
1050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
City of Coppell Report Distribution: (1) City of Coppell
DeForest Rd. Lift Station Imp. (1) Invoice Copy
Force Main Line "D"
TMI Report No.: 74792-015
Report Date: 04/18/2005
Specifications
Strength 3600 psi @ 28 Days Pracement Date
Slump 3 in min 5 in max Sampled By
Air Content 3 % min 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
Test Data
04/08/2005
Jessie Nerios
Cloudy
Custom Crete/6CClO6OA1
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
323429 Time Batched: 1:40 pm
3 in Air Content: 4.5 %
79° F Ambient Temperature: 85° F
Junction box on North bound lane at Station 86+87
Junction box North bound lane at Station 86+87
Time Sampled: 1:50 pm
Unit Weight: n/a
Yardage (c.y.): 10 of 10
Set # Cyl~der
Age Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi] Type
1 04080501 04/15/2005 7 81550 28.27 2880
1 04080502 05/06/2005 28
I 04080503 05/06/2005 28
1 04080504 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.
unbonded cap
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 stdctly prohibited without the express wdtten consent of TMI.
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