Securelock-LR040804 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Dnve, Bldg 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-042
Report Date: 08/04/2004
Specifications
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Strength 3500 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 SuppliedMix
Ambient Temperature n/a Air Content Method
Test Da~a
07/13/2004
Patrick Parks
P. cloudy and windy
Southern Star Concrete, Inc./9339
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
287753 Time Batched: 11:35
4.5 in Air Content: 4.8 %
90° F Ambient Temperature: n/a
Paving North and South driveway Approaches off of Hwy. 121 Access Road
4' East of Access Rd. and 5' North Curb on Driveway Approach.
Time Sampled: 12:30
Unit Weight: n/a
Yardage (c.y.): 40
Set # Cyl~der
Age Max Load Area Strength Fracture
Test Date (days) (lbs, force) (sq.in.) (psi} Type
1 SLC07130401 07/20/2004 7
1 SLC07130402 08/10/2004 28
1 SLC07130403 08/10/2004 28
1 SLC07130404 07/13/2004
Normal cylinder size: 6" x 12"
85727 28.27 3030
28.27
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or.C1231.
TERRA-MAR, INC.
Construction Division 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 reproductio~ of
~is report, or any part therein, is strictly prohibited without the express written consent of TMI.