SS9901-LR050615Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON
11050 Able$ 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.: 74792-019
Report Date: 06/15/2005
Specifications Test Data
Strength 3600 psi @ 28 Days Placement Date 05/16/2005
Stump 3 in min 5 in max Sampled By Chikezie Kalu
Air Content 3 % min 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Custom Crete/CC1050A
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 324516 Time Batched: n/a
Slump: 4 in Air Content: 5.0 %
Concrete Temperature: 78" F Ambient Temperature: 81 ° F
Placement Location: Pipe anchor at force main D
Time Sampled: 2:20 pm
Unit Weight: n/a
Yardage (c.y.): n/a
Sample Location:
Station 0+30
Age Max Load Area Strength Fracture
Set # Cylinder Test Date (days) (lbs. force) (sq.in.) (ps~ Type
1 05160501 05/23/2005 7 86310 28.27 3050 unbonded cap
1 05160502 06/13/2005 28 134160 28.27 4740 unbonded cap
1 05160503 06/13/2005 28 127820 28.27 4520 unbonded cap
I 05160504 Hold
28 day average 4630
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 stdctly prohibited without the express wdtten consent of TMI.