Securelock-LR040212Client: Houghton Capital
Project: SecurLock Self Storaqe __
' L;o~pell, I ,~
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALI AS' FORT WORTH HOUSTON AUSTIN LONGVIEW
2400GavelD¢¢ve Bide 25FoffWo¢lh Texas76118 phone (817) 2849363 fax(817) 284-9430
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppeil
(1) City of Coppell
TMI Report No.:
Report Date:
FC03-63414-005
02/12/2004
Specifications
Test Data
Strength 4000 psi ~ 28 Days Placement Date 01/09/2004
Slump 4 in max Sampled By Ryan Barton
Air Content n/a Weather Clear/10-15 mph
Concrete Temperature n/a Supplier/Mix Redi-Mix/604
Ambient Temperature n/a Air Content Method ASTM C-231-B
Field Data Set #1
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
123255 Time Batched: 15:14
2 in Air Content: 4.8 %
65° F Ambient Temperature: 55° F
Manhole Sanitary Sewer Line 1; Sta 6+75 & Sta 7+84
Sample Location: Sta 6+75
Time Sampled: 15:45
Unit Weight: n/a
Yardage (c.y.): 5 of 5
Concrete Compression Test Results
Age Max Load Area Strength
Set # Cyl~der Test Date (days) (lbs force) (sq.in.) (psi)
1 SLC01090401 01/16/2004 O 141900 28.27
1 SLC01090402 02/06~2004 178486 28.27
1 SLC01090403 02/06/2004 178279 28.27
1 SLC01090404 Hold
28 day average 6310
Fracture
Type
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.
WATER ADDED: n/a
TERRA-MAR, INC.
R. Cad Lee, S.E.T.
Materials Testing Manager
The results presented in this report pertain only to the specific items tested. This repod 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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