Securelock-LR040211Client:
Project:
Houghton Capital
SecurLock Self Storac]~
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GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 G¢avel Drive Bldg 25 Fort Worth Texas 76118 phone (817) 284-9363 fax(817) 284-9430
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital
(1) Prime Construction Company
-- (1) City of Coppell
(1 } City of Coppell
TMI Report No.:
Report Date:
FC03-63414-003
02/11/2004
Specifications
Test Data
Strength 4000 psi @ 28 Days Placement Date 01/08/2004
Slump 4 in max Sampled By Tim Pickens
Air Content n/a Weather Partly Cloudy
Concrete Temperature n/a Supplier/Mix Southern Star/9373
Ambient Temperature n/a Air Content Method ASTM C-231-B
Field Data Set #1 I
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
43480 Time Batched: 13:00
2 in Air Content: 1.4 %
61 ° F Ambient Temperature: 66° F
Manholes at Sanitary Sewer-l; Sta 1+15, Sta 1+39, Sta 4+65, Sta 6+27
Sta 1+15, Sta 1+39, Sta 4+65, Sta 6+27
Time Sampled: 13:45
Unit Weight: n/a
Yardage (c.y.): 10 of 10
Concrete Compression Test Results
Strength Fracture
Age Max Load Area
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psu
Type
1 SLC01080401 01/15/2004 ~7 136980 28.27
1 SLC01080402 02/05/2004 ~2u ~ 174212 28.27
1 SLC01080403 02/05/2004 ~ 178821 28.27
1 SLC01080404 Hold
28 day average 6240
Normal cylinder size: 6" × 12"
Field and laboratory tests by TMI are per app cable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231,
WATER ADDED: n/a~Y: n/a
TERRA-MAR
The results presented in this report pertain only to the specific items tested. This report was
this report, or any part therein, is strictly prohibite
R. LE.T.
Materials Testing Manager
for the exclusive use of the client. Any reproduction of
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