Securelock-LR040629 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Dtfve, Bldg. 25 Fort Worth, Texas 76116 phone: (617) 264-9363 fax:(617) 284-9430
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
TMI Report No.: FC03-63414-033
Report Date: 06/29/2004
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) Ck'y of Coppa~
(1) City of Coppall
(1) AECC inc.
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/15/2004
Slump 5 in max Sampled By K. Gregor
Air Content n/a Weather Partly Cloudy/Calm
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:
774765 Time Batched: 09:27
5 in Air Content: 1.3 %
94° F Ambient Temperature: 89° F
Slab Building Pads: C, D, E
Building Pad: C; 10' North of South Side, 15' East of West Side
Time Sampled: 10:20
Unit Weight: n/a
Yardage (c.y.): 110 of 200
Age Max Load Area Stran~h Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi)' Type
2 SLC06150405 06/22/2004 7 95821 28.27 3390
2 SLC06150406 07/13/2004 28
2 SLC06150407 07/13/2004 28
2 SLC06150408 Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are par applicable ASTM Standards: C31, C39, Cl 38, Cl 43, C172, Cl 064, and C617 or Ct 231.
WATER ADDED: 10 gallons
TERRA-MAR, INC~ Jason B. Allen, ET
Construction Serviees 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 mpreduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
?aBe 2 or'2
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel D~ve, Bldg. 25 Fort Worth, Texas 76116 phone: (817) 284-9363 fax:(617) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: SecurLock Self Storage~,,m~
Coppell, TX
Report Distribution: (1) Houghton Capital (1) Pdrne Construction Company
(1) City of Coppall
(1) City of Coppall
(1) AECC Inc.
TMI Report No.: FC03-63414-033
Report Date: 06/29/2004
specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 06/15/2004
Slump 5 in max Sampled By K. Gregor
Air Content n/a Weather Partly Cloudy/Calm
Concrete Temperature n/a Supplier/Mix SOUTHERN STAR/9337
Ambient Temperature n/a " Air Content Method ASTM C-231-B
Ticket Number: 774775 Time Batched: 08:15 Time Sampled: 08:40
Slump: 3 in Air Content: 1.1% Unit Weight: n/a
Concrete Temperature: 91° F Ambient Temperature; 81° F Yardage (c.y.): 10 of 200
Placement Location: Slab Building Pads: C, D, E
Sample Location:
Building Pad: C; Far NE Corner of Building
Max Load Area ~ Fracture
Sst # Cyt~:isr Test Dats (lbs. force) (Scl.in.) Type
1 SLC06150401 06/22/2004 119289 28.27
I SLC06150402 07/13/2004
1 SLC06150403 07/13/2004 28
1 SLC06150404 Hold
Normal cylinder size: 6" x 12~
Field and laboratory tests by TMI are par applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and c617 or C1231.
WATER ADDED: 10 gallons
TERRA-MAR, INC.~ Jas~ Bi Allen, ET
.~._. Construction Sen, ices Manager
The results presented in this repot p~taln o~ly to the specific items tested. This repcxt was preduced for the exclusive' use of the client. Any reprodu~tion of
this repa~ or any part therein, is strictly prohibited without the express written consent of TMI.
?ag~ l