Securelock-LR040421 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.'(8f7) 284-9430
Concrete Compression Test Report
Client: Prime Construction
Project: S~ecurLoc.k Self Storage
Coppell, TX %
TMI Report No.: FC03-63414-022
Report Date: 04/21/2004
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 5inmax ~"...V J Sampled By Joshua Davis
Air Content n/a J~,~,~F Weather Cloudy/Breeze
Concrete Temperature n/a Supplier/Mix Southern Star/9337
Ambient Temperature n/a Air Content Method ASTM C-231-B
[ Field Data Set #2 I
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
431437 Time Batched: n/a
6.5 in* Air Content: 1.2 %
65° F Ambient Temperature: 62° F
Foundation Slab at Office Buildings J & K
38' Nor[h, 10' West of SE Corner of Building K
Time Sampled: 12:25
Unit Weight: n/a
Yardage (c.y.): 120 of 150
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder ~e Max Load
Set # # Test Date~ (lbs. force)
2 SL604050405 04/12/2004 86010
2 SLC04050406 05/03/2004
2 SLC04050407 05/03/2004 28
2 SLC04050408 Hold
Area Stren th Fracture
(sq.in.) (ps~ Type
28.27 3O4O
Normal cylinder size: 6" x 12"
Field aed Jaboratow tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
~odney D. Castle, S.E.T.
Materials Testing Manager
WATER ADDED: n/a APPROVED BY: n/a
* Non-Compliant: Contractor Notified
TERRA-MAR, INC.
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 2 of 2
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Dnve. Bldg 25 Fort Worth. Texas 76118 phone: (817) 284-9363 fax:($17) 284-9430
Concrete Compression Test Report
Client:
Project:
Prime Construction
SecurLock Self Storage
Coppell, TX
TMI Report No.:
Report Date:
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
FC03-63414-022 ,~'~'~ /
04,21,2004 ~,,,'"~//~.j~
Specifications - ~' ~ Test Data
3000 psi @ 28 Days Placement Date 04/05/2004
5 in max Sampled By Joshua Davis
n/a Weather Cloudy/Breezy
n/a Supplier/Mix Southern Star/9337
n/a Air Content Method ASTM C-231-B
Field Data Set #1
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
753775 Time Batched: 09:35
6 in* Air Content: 1.3 %
70° F Ambient Temperature: 61 ° F
Foundation Slab at Office Buildings J & K
Sample Location:
10' North, 10' West of SE Corner of Building J
An astedsk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 10:45
Unit Weight: n/a
Yardage (c.y.): 20 of 150
Concrete Compression Test Results J
Cylinder ,~JaCs) .~ Max Load
Set # # Test Date (lbs. force)
1 SL004050401 04/12/2004 ~ 94634
1 SLC04050402 05/03/2004 w 28
1 SLC04050403 05/03/2004 28
1 SLC04050404 Hold
(sAr~'~na'~) _~ Fr'C¢l~re
28 27 ( ~
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: n/a APPROVED BY: n/a
* Non-Compliant: Contractor Notified
Rod~T.
Materials Testing Manager
TERRA-MAR, INC.
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
· is report, or any part therein, is strictly prohibited without the express written consent of TMI.
Page I of 2