ST0701-LR091013CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0002 Verracon
Service Date: 09/28/09 8901 Carpenter Frwy.
Report Date: 10/13/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
ect Number: 94091194
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1326 Plant: 3
Truck No.: 9106 Ticket No.: 3269639
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3
4.1
84
82
147.2
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
1
1
6.00
1
2
6.00
1
3
6.00
1
4
6.00
Sample Information
Sample Date:
09/28/09 Sample Time: 1429
Sampled By:
Mario A.Garcia
Weather Conditions:
Clear, strong breeze
Accumulative Yards:
3.5 Batch Size (cy): 3.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location:
Sta. 1 +06
Placement Location:
Manhole junction box topping @
10/26/09
eastbound Line A
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
09/29/09
10/05/09
7
28.27
09/29/09
10/12/09
14
28.27
09/29/09
10/26/09
28
28.27
09/29/09
10/26/09
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
94,380
3,340 4
112,560
3,980 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive str n
samples.
Terracon Rep.: Mario A.Garcia Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTnist Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc E 'c J. 1 veland, P.E.
(1) Lacy Consiniction Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
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CR0001, 5-21-09, Rev.3