ST0701-LR100508CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0066 1 ficell, r r a c a n
Service Date: 04/09/10 8901 Carpenter Frwy.
Report Date: 05/08/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1404 Plant: 07
Truck No.: 1012 Ticket No.: 7215975
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct)
Result Specification
3 3 -5
3.5 3 -6
75
80
146.0
Sample Date:
04/09/10 Sample Time: 1532
Sampled By:
Koda W. Shadix
Weather Conditions:
Clear
Accumulative Yards:
8.5 Batch Size (cy): 8.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Sta. 31 +66
Placement Location:
Inlet Walls, Southwestern Boulevard,
No. 1D
Sta. 31 +66 to Sta. 50 +83
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. 1D
(in)
(sq in)
Received
Tested
(days)
(Ibs)
(psi)
Type
1 1
6.00
28.27
04/10/10
04/16/10
7
130,970
4,630
2
1 2
6.00
28.27
04/10/10
04/23/10
14
140,510
4,970
2
1 3
6.00
28.27
04/10/10
05/07/10
28
169,150
5,980
2
1 4
6.00
28.27
04/10/10
05/07/10
28
161,570
5,710
2
Average (28 days)
5,850
Comments Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Koda W. Shadix Started: 1230
Reported To: Oscar / Lacy Construction Finished: 1630
Contractor: Lacy Construction
Report Distribution:
(I) i Pacific Realty Associates LP (I) City orCoppell TX Reviewed By:
(1) Cily of Coppell Tx (2) I-lalff Assoc hic
(1) Lacy Construction
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.
Cuuen-s- 21- u9,Rev.3 Page 1 o'f 1
Senior Project Manager