SS9901-LR041123Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
1105CAbles 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: 11/23/2004
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
3 in min 5in max
3%min6%max
n/a
n/a
Test Data
Placement Date 10/20/2004
Sampled By Jessie Nerios
Weather Clear
Supplier/Mix Beall/23011524
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement 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
Sample Location:
70' South of Village Parkway & 50' East of building
Set #
Age Max Load Area
Cyl#der Test Date (days) (lbs. force) (sq.in.)
Time Sampled: 3:10 pm
Unit Weight: n/a
Yardage (c.y.): n/a
Strencfth Fracture
(psi~ Type
I 10200401 10/27/2004 7 72550 28.27
1 10200402 11/17~004 28 106010 28.27
1 10200403 11/17/2004 28 109350 28.27
1 10200404 Hold
2570 unbonded cap
3750 unbonded cap
3870 unbonded cap
28 day average 3810
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 TML
OmSD Page 1 of[