ST0701-LR100301 CONCRETE COMPRESSIVE STRENGTH TEST REPORT t ,
• Report Number: 94091194.0038 " 1
II I u
Service Date: 02/15/10 8901 Carpenter Frwy.
Report Date: 03/01/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days Sample Date: 02/15/10 Sample Time: 1530
Sampled By: Burl E. Thomas
Mix ID: 1701 Weather Conditions: Clear
Supplier: Lattimore Accumulative Yards: 4 Batch Size (cy): 4
Batch Time: 1357 Plant: 07 Placement Method: Bucket
Truck No.: 7003 Ticket No.: 7214618 Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data Sample Location: Howell intersection
Test Result Specification Placement Location: Inlet top, Eastbound Southwestern
Slump (in): 3 1/4 3 -5 Blvd. at S side
Air Content ( %): 5.8 3 -6
Concrete Temp. (F): 50
Ambient Temp. (F): 40
Plastic Unit Wt. (pct): 145.9
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Date Test Load Strength Fracture
No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type
1 1 6.00 28.27 02/16/10 02/22/10 7 152,840 5,410 4
1 2 6.00 28.27 02/16/10 03/01/10 14 160,230 5,670 2
1 3 6.00 28.27 02/16/10 03/15/10 28
1 4 6.00 28.27 02/16/10 03/15/10 28
Comments:
•
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples. 1
Terracon Rep.: Burl E. Thomas Started: 1300
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX .
(I) City of Coppell TX (2) Half Assoc Inc Eric J. Cleveland, P.E.
(1) Lacy Construction 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