Securelock-LR040602Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel D#ve, Bldg. 25 FOE Worth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Prime Construction
SecurLock Self Storage
Coppell, TX
FC03-63414-027
06/02/2004
TMI Report No.:
Report Date:
Specifications
Strength 3000 psi @ 28 Days
Slump 5 in max
Air Content n/a
Concrete Temperature n/a
Ambient Temperature n/a
Concrete Compression Test Report
Report Distribution: (t) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
1~'~[~ a c e m e ~;~ ~)~ta
Sampled By Ryan Barton
Weather Cloudy/5-10 mph
Supplier/Mix SOUTHERN STAR/9337
Air Content Method ASTM C-231-B
Ticket Number: 765361 Time Batched: 07:43 Time Sampled: 08:10
Slump: 4.5 in Air Content: 1.7 % Unit Weight: n/a
Concrete Temperature: 80° F Ambient Temperature: 78° F Yardage (c.y.): 20 of 270
Placement Location: Slab-on-Grade Building 'A' w/Monolithic Grade Beam
Sample Location:
80' North, 10' West of SE Building Corner
28~ Max Load Area ~ Fracture
Set # Cyt[~der Test Date (lbs. force) (sq.in.) Type
I SLC05130401 05/20/2004 97377 28.27
1 SLC05130402 06/10/2004
1 SLC05130403 06/10/2004
1 SLC05130404 Hold
Normal cytinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C 138, C143, C 172, C1064, and C617 or C1231.
TERRA-MAR, INC. J Jason B. Allen, ET
Construction Se~ices 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 stdctly prohibited without the express written consent of TMI.
page I of 3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
2400 GraveI D#ve, 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) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-027
Report Date: 06/0222004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/13/2004
Slump 5 in max Sampled By Ryan Barton
Air Content n/a Weather Ctoudy/5-10 mph
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:
765377 Time Batched: 09:08
5 in Air Content: 1.9 %
80° F Ambient Temperature: 79° F
Slab-on-Grade Building 'A' w/Monolithic Grade Beam
60' North, 40' West of SE Building Corner
Time Sampled: 09:35
Unit Weight: n/a
Yardage (c,y,): 140 of 270
Age Max Load Area
Set # C_#der Test Date (days) (lbs. force) (sq.in.)
Fracture
Type
2 SLC05130405 05/20/2004 7 97475 28.27
2 SLC05130406 06/10/2004 28
2 SLC05130407 06/10/2004 28
2 SLC05130408 Hold
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: 20 gallons
TERRA-MAR,
C o nJstamSc~irlo ~B~ eA~l~ee s~ ~Ea n'ra g e r
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
ot page 2 of 3
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Ddve, 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.: FC03-63414-027
Report Date: 06/02/2004
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital
(1) Prime Construction Company
(1) City of Copperl
(1) city of Coppell
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/13/2004
Slump 5 in max Sampled By Ryan Barton
Air Content n/a Weather Cloudy/5-10 mph
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:
765387 Time Batched: 10:05
6 in* Air Content: 1.5 %
80° F Ambient Temperature: 76° F
Slab-on-Grade Building 'A' w/Monolithic Grade Beam
Time Sampled: 10:30
Unit Weight: n/a
Yardage (c.y.): 210 of 270
120' North, 75' West of SE Building Corner
An asterisk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area
Set # Cyl#der Test Date (days) Obs. force) (sq.in.)
3 SLC05130409 05/20/2004 7
3 SLC05130410 06/10/2004 28
3 SLC05130411 06/10/2004 28
3 SLC05130412 Hold
Normal cylinder size: 6" x 12"
90478 28.27
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
Fracture
Type
TERRA-MAR, IN 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 stdctty prohibited without the express written consent of TMI.