Securelock-LR040624 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone: (617) 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 Coppelr
(1) city of Coppell
(1) AECC Inc.
TMI Report No.: FC03-63414-030
Report Date: 06/24/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/21/2004
Slump 5 in max Sampled By Eric Garcia
Air Content n/a Weather Partly Cloudy/Slight Wind
Concrete Temperat~ure n/a Supplier/Mix SOUTHERN STAR/9337
Ambient Temperature n/a " Air Content Method ASTM C-231-@
Ticket Number: 727200 Time Batched: 03:29 Time Sampled: 04:00
Slump: 5.25 in* Air Content: 0.8 % Unit Weight: nla
Concrete Temperature: 80° F Ambient Temperature: 72° F Yardage (c.y.): 70 of 220
Placement Location: Slab-on-Grade on Building "B"
Sample Location:
80' South, 15' East of NW Comer of Building "B"
An asterisk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Stren~lth Fracture
Sst # Cylinder Test Dote (days) (lbs. force) (sq.in.) (psr~ Type
1 SLC05210401 05/28/2004 7 79634 28.27 ~
I SLC05210402 06/18/2004 28 107654 28.27
I SLC05210403 06/18/2004 28 109428 28.27
I SLC05210404 Hold
28 day average 3840
No,reel 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 C
* Non-Compliant: Contractor Notified
TERRA-MAR, INC...-~ Jason B. Allen, ET
Construction Services Manager
The results preee~tod 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 repod, or any part therein, is strictly prohibited without the express written consent of TMI.
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GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVlEW
2400 GraveI Ddve, Bldg. 25 Fort WoKh, Texas 76118 phone: (617) 264-9363 fax:(Sf7) 284-9430
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prfme Construction Company
(1) City of Coppell
(t) City of Coppell
(1) AECC Inc.
TMI Report No.: FC03-63414-030
Report Date: 06/24/2004
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 05/21/2004
Slump 5 in max Sampled By Eric Garcia
Air Content n/a Weather Partly Cloudy/Slight Wind
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:
727209 Time Batched: 04:45 Time Sampled: 05:10
5 in Air Content: 1.0 % Unit Weight: n/a
80° F Ambient Temperature: 70° F Yardage (c.y.): 160 of 220
Slab-on-Grade on Building "H"
120' East, 15' South of NW Corner of Building "H"
Age Max Load Area Stren h Fracture
Set # Cyi~der Test Date (days) (lbs. force) (sq.in.) (ps~ Type
2 SLC05210405 05/28/2004 7 75096 28.27 2660
2 SLC05210406 06/18/2004 28 112009 28.27 3960
2 SLC05210407 06/18/2004 28 114631 28.27 4050
2 SLC05210408 Hold
28 day average 4010
Normal cylinder size: 6" x 12"
Field and isboratop/tests by TMI are per applioable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA-MAR, I~ Jason B. Allen, ET
Construction Sen, ioes Manager
The results presented in this report pertain only to the apacl~ items tested. This report was Ixoduoad 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.
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