SS9901-LR041029Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 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.
Force Main Line "D"
TMI Report No.: 74792-007
Report Date: 10/29/2004
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
3 in min 5 in max
3 % min 6 % max
n/a
n/a
Test Data
Placement Date 10/20/2004
Sampled By Jessie Nerios
Weather Clear
SuppliedMix Beall/23011524
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
13634528 Time Batched: 2:13 pm
4 in Air Content: n/a
90° F Ambient Temperature: 97° F
East side at parking lot at 1101 Village Parkway Pump Station
70' South of Village Parkway & 50' East of building
Time Sampled: 3:10 pm
Unit Weight: n/a
Yardage (c.y.): n/a
Set # Cyl~der
Age Max Load Area
Test Date (days) (lbs. force) (sq.in.)
Stren th Fracture
(ps~ Type
1 10200401 10/27/2004 7 72550 28.27
1 10200402 11/17/2004 28
1 10200403 11/17/2004 28
1 10200404 Hold
Normal cylinder size: 6" x 12"
Field and Jaboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
2570 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 strictly prohibited without the express written consent of TMI.
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