Securelock-LR040514i i=i~t~A-MAR
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel D#ve, Bldg. 25 Fort Wolth, Texas 76118 phone: (817) 284-9363 fax:(817) 284-9430
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
TMI Report No.: FC03-63414-022
Report Date: 05114/2004
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 04/05/2004
Slump 5 in max Sampled By Joshua Davis
Air Content n/a Weather Cloudy/Breezy
Concrete Temperature n/a Supplier/Mix Southern Star/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 753775 Time Batched: 09:35 Time Sampled: 10:45
Slump: 6 in* Air Content: 1.3 % Unit Weight: n/a
Concrete Temperature: 70° F Ambient Temperature: 61° F Yardage (c.y.): 20 of 150
Placement Location: Foundation Slab at Office Buildings J & K
Sample Location:
10' North, 10' West of SE Corner of Building J
An asterisk (*) appears next to field data which does NOT meet specifications.
v~in
Age Max Load Area Stren~h Fracture
Set # C_#der Test Date (days) (lbs. force) (sq.in.) (ps~ Type
I SLC04050401 04/12_/2004 O 94634 28.27 ~30
1 SLC04050402 05/03/2004 128676 28.27
1 SLC04050403 05/03/2004 127286 28.27
1 SLC04050404 Hold
28 day average
Normal cytinder size: 6" x 12" 39, C 1~.~C1~, C1064, and C617 or Cl 231.
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C
WATER ADDED: n/a APPROVED BY: n/a ~~'ma I# ~"
* Non-Compliant: Contractor Notified ~ ~~ ~
TERRA-MAR, INC.
Materials Testing Manager
The reeuits presented ia 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, o~ any part therein, is strictly prohibited without the express written consent of TMI.
Page I of 2
i lad~Jt-MAR
GEOTECHNICA[. ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel 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
TMI Report No.: FC03-63414-022
Report Date: 05/14/2004
Concrete Compression Test Report
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 04/05/2004
Slump 5 in max Sampled By Joshua Davis
Air Content n/a Weather Cloudy/Breeze
Concrete Temperature n/a Supplier/Mix Southern Star/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 431437 Time Batched: n/a Time Sampled: 12:25
Slump: 6.5 in* Air Content: 1.2 % Unit Weight: n/a
Concrete Temperature: 65° F Ambient Temperature: 62° F Yardage (o.y.): 120 of 150
Placement Location: Foundation Slab at Office Buildings J & K
Sample Location:
38' North, 10' West of SE Corner of Building K
An asterisk (*) appears next to field data which does NOT meet specifications.
I:/::::: ::i iiiii :.:.: i ~ ~~::i~i~{t~!iiiiiiiiiiiiiiiiiii?:iiiiiiiiii iiii i~ i iii:/:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
vlin
,~ge Max Load
Set # C_#der Test Date (days) (lbs. force)
2 SLC04050405 04/12/2004 ~ 86010
2 SLC04050406 05/03/2004 ~~ 125227
2 SLC04050407 05/03/2004 122739
2 SLC04050408 Hold
Area Strength Fracture
(sq.in.) (ps~ Type
28.27
28.27 ~ 4430 .,~
28 day average
NOn'hal cylinder size: 6" x 1Z'
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
WATER ADDED: n/a APPROVED BY: n/a
* Non-Compliant: Contractor Notified
TERRA-MAR, INC.
odn~ey D. C~a~le, S.E.T.
Materials Testing Manager
The msuits presented in this report pertain only to the specit'm items tested. This report was produced for the exclusive use of the client, Any reproduction of
this report, or any pert therein, is strictly prohibited without the express written consent of TMI.
oi Page 2 of 2