Securelock-LR040817 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: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.:
Report Date:
FC03-63414-049
08/17/2OO4
Concrete Compression Test Report
Specifications
Strength 3500 psi @ 28 Days
Slump 3 in min 5 in max
Air Content 3 % min 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppe[I
(1) City of Coppell
(1) AECC Inc.
Test Da~a
Placement Date 08/09/2004
Sampled By Keith Bowen
Weather Cloudy
Supplier/Mix So. Star/9339
Air Content Method ASTM C-231-B
Ticket Number: 66059
Slump: 4.5 in
Concrete Temperature: 89° F
Placement Location: Paving
Sample Location:
Time Batched: 2:06 Time Sampled: 2:30
Air Content: 4.5 % Unit Weight: n/a
Ambient Temperature: 80° F Yardage (c.y.): 50
20' S. & 10' E From The N.E, Comer of Building C
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psO Type
I SLC08090401 08/16/2004 7
1 SLC08090402 08/23/2004 14
1 SLC08090403 09/06/2004 28
1 SL008090404 09/06/2004 28
83974 28.27 2970
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.
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 wdtten consent of TMI.
Page I of 4
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76'i18 phone: (817) 284-9383 fax:(817) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-049
Report Date: 08/17/2004
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of CoppeH
(1) City of Coppell
(1) AECC inc.
Specifications
Strength 3500 psi @ 28 Days
Slump 3 in rain 5 in max
Air Content 3 % min 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Test Da'3a
Placement Date 08/09/2004
Sampled By Keith Bowen
Weather Cloudy
Supplier/Mix So. Star/9339
Air Content Method ASTM C-231-B
Ticket Number: 660676
Slump: 5 in
Concrete Temperature: 90° F
Placement Location: Paving
Sample Location:
Time Batched: 3:51 Time Sampled: 4:45
Air Content: 4.5 % Unit Weight: n/a
Ambient Temperature: 76" F Yardage (c,y,): 200
10' N. & 15' E. from The N.W. Corner of Building D
Cylinder
Set # Cf
Age Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (ps~ Type
02 SLC08090405 08/16/2004 7
02 SLC08090406 08/23/2004 14
02 SLC08090407 09/06/2004 28
02 SLC08090408 09/06/2004 28
Normal cylinder size: 6" x 12"
88272 28.27 3120
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 reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Pagc 2 of 4
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
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
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
TMI Report No.: FC03-63414-049
Report Date: 08/17/2004
Specifications Test DaTa
Strength 3500 psi @ 28 Days Placement Date 08/09/2004
Slump 3 in min 5 in max Sampled By Keith Bowen
Air Content 3 % min 6 % max Weather Cloudy
Concrete Temperature n/a SuppliedMix So. Star/9339
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 660687
Slump: 5 in
Concrete Temperature: 90° F
Sample Location:
Time Batched: 5:00 Time Sampled: 6:20
Air Content: 5.0 % Unit Weight: n/a
Ambient Temperature: 73° F Yardage (c.y.): 330
25' N. & 5' W. From S.W. Corner of Building F
Cylinder Age Max Load Area Strength Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi) Type
03 SLC08090409 08/16/2004 7 95935 28.27 3390
03 SLC08090410 08/23/2004 14
03 SLC08090411 09/06/2004 26
03 SLC08090412 09/06/2004 28
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.
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 TML
Page 3 of 4
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: Secur~Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-049
Report Date: 08/17/2004
Specifications
Concrete Compression Test Report
Report Distribution: (1) Houghton Capitsl (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Test Da~a
Strength 3500 psi @ 28 Days
Slump 3 in min 5 in max
Air Content 3 % min 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date 08/09/2004
Sampled By Keith Bowen
Weather Cloudy
SuppliedMix So. Stad9339
Air Content Method ASTM C-231-B
Ticket Number: 705236
Slump: 5 in
Concrete Temperature: 90° F
Placement Location: Paving
Sample Location:
Time Batched:
Air Content:
Ambient Temperature: 73° F
8:12 Time Sampled: 8:50
4.5 % Unit Weight: n/a
Yardage (c.y.): 490
20' N. & 10' E. From The N.W. Corner of Building H
Age Max Load Area Strength Fracture
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (psi) Type
4 SLC08090413 08/16/2004 7
4 SLC08090414 08/23/2004 14
4 SLC08090415 09/06/2004 28
4 SLC08090416 09/06/2004 28
75365 28.27 2660
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.
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 4 of 4