Securelock-LR040708 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel O~fve, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: SecurLock Self Sto_~~
Coppell, TX ~
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
TMI Report No.: FC03-63414-037
Report Date: 07/08/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 06/24/2004
Slump 5 in max Sampled By Patrick Parks
Air Content n/a Weather Partly Cloudy/Calm
Concrete Temperature n/a SuppliedMix SOUTHERN STAR/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
711621 Time Batched: 04:47
5 in Air Content: 1.2 %
83° F Ambient Temperature: 80° F
Foundation Slabs for Buildings 'T', "G", 'F"
Time Sampled: 05:25
Unit Weight: n/a
Yardage (c.y.): 30 of 270
Sample Location:
15' North, 10' West of SE Corner of Building '1" Slab
Cyl~der Age Max Load Area
Set # Test Date (days) (lbs. force) (sq.in.)
Strenoth Fracture
~ ~ Type
1 SLC06240401 07/01/2004 7 82900 28.27
1 SLC06240402 07/22/2004 28
1 SLC06240403 07/22/2004 28
1 SLC06240404 Hold
Normal cylinder size: 6" x 12"
Field and laborato~ tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, Cl 72, Cl 064, and C617 or C123t.
WATER ADDED: 15 gallons
TERRA-MAR, INC.
CMT 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 reproduction of
this report, or any pad th~'~qn, h~ *II.fly prohibited ~.t hsu~ the express ~'ltten consent of TMI.
Page 1 of 3
GEOTECHNICAL, ENVIRONMENTAL AND MATER[ALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 GraveI Ddve, Bldg. 25 Fort Worth, Texas 76118 phone: (8f7) 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) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
TMI Report No.: FC03-63414-037
Report Date: 07108/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 06/24/2004
Slump 5 in max Sampled By Patrick Parks
Air Content n/a Weather Partly Cloudy/Calm
Concrete Temperature n/a SuppliedMix SOUTHERN STAR/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
731031 Time Batched: 05:38
5 in Air Content: 1.1%
85° F Ambient Temperature: 84° F
Foundation Slabs for Buildings "1", "G", "F"
Time Sampled: 06:00
Unit Weight: n/a
Yardage (c.y.): 130 of 270
Sample Location:
50' North, 15' West of NE Corner of Building "1" Slab
Age Max Load Area Strength Fracture
Set # Cy~der Test Date (days) (tbs. force) (sq.in,) (ps~ Type
2 SLC06240405 07/01/2004 7
2 SLC06240406 07/22/2004 28
2 SLC06240407 07/22./2004 28
2 SLC06240408 Hold
79026 28.27 2790
Normal cylinder size: 6" x 12"
Field and {aboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
WATER ADDED: 10 gallons
TERRA-MAR, INC.
CMT Division Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exeiusive use of the client. Any reproduction of
this report, o~ any pad therein, is strictly prohibited without the express written consent of TML
Page 2 of 3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
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
TMI Report No.: FC03-63414-037
Report Date: 07/08/2004
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppoll
(1) AECC inc.
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 06/24/2004
Slump 5 in max Sampled By Patrick Parks
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:
312035 Time Batched: 07:35
5 in Air Content: 1.2 %
88° F Ambient Temperature: 87° F
Foundation Slabs for Buildings "1', "G", "F"
30' North, 3' West of SE Corner of Building "F" Slab
Time Sampled: 08:35
Unit Weight: n/a
Yardage (c.y.): 230 of 270
Age Max Load Area Stren~lth Fracture
Set # CH#der Test Date (days) (lbs. force) (sq.in.) (psl~ Type
3 8LC06240409 07/01/2004 7 94903 28.27 3360
3 SLC06240410 07~22~2004 28
3 SLC06240411 07~22~2004 28
3 SLC06240412 Hold
Normal cy[inder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C 143, Cl 72, C1064, and C617 or C 1231.
TERRA-MAR, INC.
CMT DMsico Manager
The results Ixesented 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, o~ any part therein, is strictly prohibited without the express written consent of TMI.
01 Page 3 of 3