ST0701-LR091012CONCRETE COMPRESSIVE STRENGTH TEST REPORT I BM
Report Number: 94091194.0001 ierracon
Service Date: 09/25/09 8901 Carpenter Frwy.
Report Date: 10/12/09 Dallas, TX 75247
21 4- 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:
Mix ID:
1701
Supplier:
LMC
Batch Time:
1431
Truck No.:
1051
Field Test Data
4,000 psi @ 28 days Sample Date: 09/25/09 Sample Time: 1530
Sampled By: Ashton L. Varnell
Weather Conditions: Clear
Accumulative Yards: 8.5 Batch Size (cy): 8.5
Plant: 6
Ticket No.: 635949
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test Data
Result Specification
4
2.0
93
85
152.2
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 0 +50
Placement Location: Curb Inlet Walls
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
09/26/09
10/02/09
7
28.27
09/26/09
10/09/09
14
28.27
09/26/09
10/23/09
28
28.27
09/26/09
10/23/09
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
98,650
3,490 5
116,530
4,120 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie'.
samples.
Terracon Rep.: Ashton L. Varnell Started: 1430
Reported To: Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTfnst Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Half Assoc Inc
(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.
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