Securelock-LR040615 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Client: Prime Construction
Project: SecurLock Self Storage~'
Coppell, TX
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital
(1) Pdme Construction Company
(1) City of Coppell
(1) city of Coppell
TMI Report No.: FC03-63414-030
Report Date: 06/15/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/21/2004
Slump 5 in max Sampled By Eric Garcia
Air Content n/a Weather Partly Cloudy/Slight Wind
Concrete Temperature n/a Supplier/Mix SOUTHERN STAR/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
727200 Time Batched: 03:29
5.25 in* Air Content: 0.8 %
80° F Ambient Temperature: 72° F
Slab-on-Grade on Building "B"
Time Sampled: 04:00
Unit Weight: n/a
Yardage (c.y.): 70 of 220
80' South, 15' East of NW Corner of Building "B"
An asterisk (*) appears next to field data which does NOT meet specifications.
Max Load Area Stren~h
Set # Cyl~der Test Date (lbs. force) (sq.in.) (~sl~ FractureType
1 SLC05210401 05/28/2004 79634 28.27 ~
1 SLC05210402 06/18/2004 28
1 SLC05210403 06/18/2004 28
1 SLC05210404 Hold ~
Normal cylinder size: 6" x 12"
Field and laboretory tests by TMI are per epplicable ASTM Standards: C31, C39. C138, C143, C172, C1064, and C617 or C
* Non-Compliant: Contractor Notified
TERRA-MAR, INC.~ Jason B. Allen, ET
Construction Services Manager
The resutts 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 repo~, or any part therein, is strictly prohibited without the express written consent of TMI.
ol Pa~e I 0£2
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONG~/IEW
2400 Gravel D/fve, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
Concrete Compression Test Report
Report Distribution: (I) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-030
Report Date: 06/15/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/21/2004
Slump 5 in max Sampled By Eric Garcia
Air Content n/a Weather Partly Cloudy/Slight Wind
Concrete Temperature n/a Supplier/Mix SOUTHERN STAR/9337
Ambient Temperature n/a Air Content Method ASTM C-231~B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
727209 Time Batched: 04:45 Time Sampled: 05:10
5 in Air Content: 1.0 % Unit Weight: n/a
80° F Ambient Temperature: 70° F Yardage (c.y.): 160 of 220
Slab-on-Grade on Building "H"
120' East, 15' South of NW Corner of Building "H"
Age Max Load Area St,ra~n.~ h
Set # Cyl,~der Test Date (days) (lbs. force) (sq.in.)
2 SLC05210405 05/28/2004 7 75096 28.27
2 SLC05210406 06/1812004 28
2 SLC05210407 06/18/2004 28
2 SLC05210408 Hold
Normal cylinder size: 6" x 12"
Fracture
Type
Field and laborato~/tests by TMI are per applicable ASTM Standards: C31, C39, Cl 38, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, INC~ Jason B. Allen, ET
Construction Services 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 TMI.