SS9901-LR050314Client:
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. (1) Invoice Copy
Force Main Line "D"
TMI Report No.: 74792-013
Report Date: 03/14/2005
Specifications Test Data
Strength 4200 psi @ 28 Days Placement Date 02/11/2005
Slump 3 in min 5 in max Sampled By Mohammed A. Kashem
Air Content 3 % rain 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Custom Crete/6CCl060A1
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 320111 Time Batched:
Slump: 3.5 in Air Content:
Concrete Temperature: 60° F Ambient Temperature:
Placement Location: Manhole at 30" Sanitary Sewer at force main D
Sample Location:
At Station 57+00
1:00 pm Time Sampled: 1:25 pm
3.0 % Unit Weight: n/a
50° F Yardage (c.y.): 10 of 10
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) ,(sq.in.) (psl~ Type
1 02110501 02/18/2005 7 134530 28.27 4760 unbonded cap
1 02110502 03/11/2005 28 159380 28.27 5640 unbonded cap
1 02110503 03/11/2005 28 150750 28.27 5330 unbonded cap
1 02110504 Hold
28 day average 5490
Normal cylinder size: 6" x 12"
Field and laboratory testa by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC.
' '~"'" / Mike Fuller
Project Manager
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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