SS9901-LR050119Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
f 1050 Able$ Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
Cityof Coppell Report Distribution: (l ) City of Coppeil
DeForest Rd. Lift Station Imp.
Force Main Line "D"
TMI Report No,: 74792-009
Report Date: 01/19/2005
Specifications Test Data
Strength 4200 psi @ 28 Days Placement Date 12/20/2004
Slump 3 in min 5 in max Sampled By Lee Lewis
Air Content 3 % rain 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Custom Crete/CCl060B
Ambient Temperature n/a Air Content Method
Ticket Number: 317673 Time Batched: 9:15 Time Sampled: 9:15
Slump: 2.5 in* Air Content: n/a Unit Weight: n/a
Concrete Temperature: 62° F Ambient Temperature: 46° F Yardage (c.y.): 7 of 7
Placement Location: Line D
Sample Location:
Manhole foundation at Station 40+00
An astedsk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Strength Fracture
Set # Cyl[gder Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 12200401 12/27/2004 7 126410 28.27 4470 unbonded cap
1 12200402 01/1W2005 28 156560 28.27 5540 unbonded cap
1 12200403 01/17/2005 28 163970 28.27 5800 unbonded cap
1 12200404 Hold
28 day average 5670
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.
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 TML
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