Securelock-LR040723 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 For~ Worth, Texas 76118 phone. (817') 284-9363 fax.'(817) 284-9430
Concrete Compression Test Report
Client:
Project:
Prime Construction
Secur-Lock Self Storage ,~,,~-
Coppell, Texas
TMI Report No.: FC03-63414-037
Report Date: 07~23~2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc,
Specifications
Strength 3000 psi @ 28 Days
Slump 5 in max
Air Content n/a
Concrete Temperature n/a
Ambient Temperature n/a
Test Data
Placement Date 06~24~2004
Sampled By Patrick Parks
Weather Partly Cloudy/Calm
Supplier/Mix SOUTHERN STAR/9337
Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
731031 Time Batched: 05:38 Time Sampled: 06:00
5 in Air Content: 1.1 % Unit Weight: n/a
85° F Ambient Temperature: 84° F Yardage (c.y.): 130 of 270
Foundation Slabs for Buildings "1", "G", "F"
Sample Location:
50' Nodh, 15' West of NE Corner of Building "1" Slab
Cylinder Age Max Load Area Strength Fracture
Set # # Test Date (days) (lbs force) (sq.in.) (psi} Type
2 SLC06240405 07/01/2004 7 79026 28.27 2790
2 SLC06240406 07~22~2004 2~" 28 115727 28.27
2 SLC06240407 07/22/2004 103961 28.27
2 SLC06240408 Hold ·
28 day average 3890
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: 10 gallons
TERRA-MAR, INC.
Construction Division Manager
The results presented in this report pedain 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 TMh
ol Page 2 of 3
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
Concrete Compression Test Report
Client: Primo Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-037
Report Date: 07~23~2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc,
Specifications
Strength 3000 psi @ 28 Days
Slump 5 in max
Air Content n/a
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
06/24/2004
Patrick Parks
Partly Cloudy/Calm
SOUTHERN STAR/9337
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
Cylinder Age Max Load Area Stren th Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (ps~ Type
3 SLC06240409 07/01/2004 7 94903 28.27 3360
3 SLC06240410 07~22~2004 28 120661 28.27 4270
3 SLC06240411 07/22/2004 28 125679 28.27 4440
3 SLC06240412 Hold
28 day average 4360
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, Ct064, 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 reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Page 3 of 3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVlEW
2400 Gravel Drive, Bldg 25 Fort Worth, Texas 76115 phone (817) 284-9363 fax'(817) 284-9430
Concrete Compression Test Report
Client:
Project:
Prime Construction
Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-037
Report Date: 07~23/2004
Report Distrtbution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Specifications
Strength 3000 psi @ 28 Days/
Slump 5 in max
Air Content n/a
Concrete Temperature n/a
Ambient Temperature n/a
Test Data
Placement Date 06/24/2004
Sampled By Patrick Parks
Weather Partly Cloudy/Calm
Supplier/Mix SOUTHERN STAR/9337
Air Content Method ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
711621 Time matched: 04:47
5 in Air Content: t .2 %
83° F Ambient Temperature: 80° F
Foundation Slabs for Buildings 'T', "G", "F"
15' North, 10' West of SE Corner of Building "1" Slab
Time Sampled: 05:25
Unit Weight: n/a
Yardage (c.y.): 30 of 270
Concrete Gompress~on,Test ~e~pltS - ~ 4¢ ~
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs force) (sq.in.) (psi) Type
1 SLC06240401 07/01/2004 8~ 82900 28.27 ~r 3950 .J ~¢~~
1 SLC06240402 07/22/2004 124562 28.27 ~ ~
1 SLC06240403 07/22/2004 111581 28.27 :/
I SLC06240404 Hold ,' ~. ~¢¢'
28 day average 4180
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: 15 gallons
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 reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMt.
Page I of 3