Securelock-LR040121 GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Grave/Drive Bldg 25 Fort Worth Texas 76118 phone (817) 284 9363 fax.'(817) 284 9430
Concrete Compression Test Report
Client: Houghton Capital
Project: SecurLock Self Storage
Coppell, TX
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-003
Report Date: 01/21/2004
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 01/08/2004
Slump 4 in max Sampled By Tim Pickens
Air Content n/a Weather Partly Cloudy
Concrete Temperature n/a Supplier/Mix Southern Star/9373
Ambient Temperature n/a Air Content Method ASTM C-231-B
Field Data Set #1 I
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
43480 Time Batched: 13:00
2 in Air Content: 1.4 %
61 ° F Ambient Temperature: 66° F
Manholes at Sanitary Sewer-l; Sta 1+15, Sta 1+39, Sta 4+65, Sta 6+27
Sta 1+15, Sta 1+39, Sta 4+65, Sta 6+27
Time Sampled: 13:45
Unit Weight: n/a
Yardage (c.y.): 10 of 10
Concrete Compression Test Results
Cylinder Age Max Load Area Strenqth Fracture
Set # # Test Date (days) (lbs. force) (sq.in.) (psi~ Type
1 SLC01080401 01/15/2004 7 136980 28.27 4840
1 SLC01080402 02/05/2004 28
1 SLC01080403 02/05/2004 28
1 SLC01080404 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: n/a APPROVED BY: n/a
TERRA-MAR, INC.
R. Carl Lee, Si :.T.
Materials Testing 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,
o l Page I of I
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 GraveI Drive, Bldg 25 Fort Worth, Texas 76118 phone. (817) 284-9363 fax'(S17) 284-9430
Concrete Compression Test Report
Client:
Project:
Houghton Capital
SecurLock Self Storage
Coppell, TX
Report Distribution: (1) Houghton Capitat (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.:
Report Date:
FC03-63414-005
01/21/2004
Specifications
Test Data
Strength 4000 psi @ 28 Days Placement Date 01/09/2004
Slump 4 in max Sampled By Ryan Bar~on
Air Content n/a Weather Clear/10-15 mph
Concrete Temperature n/a Supplier/Mix Redi-Mix/604
Ambient Temperature n/a Air Content Method ASTM C-231-B
Field Data Set #1
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
123255 Time Batched: 15:14
2 in Air Content: 4.8 %
65° F Ambient Temperature: 55° F
Manhole Sanitary Sewer Line 1; Sta6+75& Sta7+84
Sample Location: Sta 6+75
Time Sampled: 15:45
Unit Weight: n/a
Yardage (c.y.): 5 of 5
Concrete Compression Test Results
Set # Cyl~der
1 SLC01090401 01/16/2004 7
1 SLC01090402 02~06~2004 28
1 SLC01090403 02/06/2004 28
1 SLC01090404 Hold
Normal cylinder size: 6" x 12"
Age Max Load Area /~;'~ I Fracture
Test Date (days) (lbs. force) (sq,in.) Type
141900 28.27
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
TERRA~MARJ. II / R. Carl Lee, S.E.T.
Materials Testing 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 repod, or any part therein, is strictly prohibited without the express written consent of TMI.
Page I of l