SS9901-LR050503 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON
11050 Abies Ln., Da~las, Texas 75229 phone: (972) 458-$800 fsx.'(972) 488-8080
Concrete Compression Test Report
Client: City of Coppell Report Distribution: (1) City of Coppelr
Project: DeForest Rd. Lift Station Imp. (1) Invoice Copy
Force Main Line "D" ~ '
TMI Report No.: 74792-016
Report Date: 05/03/2005
Specifications Test Data
Strength 4200 psi @ 28 Days Placement 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
04/25/2005
Mohammed A, Kashem
Clear
Custom Crete/6CC 1060A
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
324226 Time Batched: 2:10 pm
5 in Air Content: 2.3 %*
85D F Ambient Temperature: 74° F
Manhole at 30" Force Main D at Station 74+50
Manhole at 30" Fome Main D at Station 74+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 2:40 pm
Unit Weight: n/a
Yardage (c.y.):
Age Max Load Area Strenc!th Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq,in.) (ps~ Type
04250501 05/02/2005 7
04250502 05/23/2005 28
04250503 05/23/2005 28
04250504 Hold
83660 28.27 2960 unbonded cap
Normal cylinder size: 6" x 12"
Field and laboratory tests by TM! are per appli.cable ASTM Standards: C31, C39, C138, C143, C172, C1064, and. C6i7 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 TMI.
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