ST0701-LR100601CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091 194.0101 Irerrac
Service Date: 05/20/10 8901 Carpenter Frwy.
Report Date: 06 /01 /10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
PacTPtISt Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creels to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1250 Plant: 07
Truck No.: 7060 Ticket No.: 7217116
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.5 3 -6
96
84
145.2
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
05/21/10
1 2
6.00
28.27
05/21/10
1 3
6.00
28.27
05/21/10
1 4
6.00
28.27
05/21/10
Sample Information
Test Load
Sample Date:
05/20/10 Sample Time: 1338
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):5
Water Added After (gal):
0
Sample Location:
Sta. 11 +00
Placement Location:
Inlet Approach on Southwestern
Boulevard at Sta. 4 +43 and Sta. 11 +00
Age at Maximum
Date
Test Load
Tested
(days) (Ibs)
05/27/10
7 100,470
06/03/10
14
06/17/10
28
06/17/10
28
Compressive
Strength Fracture
(psi) Type
3,550 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and
samples.
Terracon Rep.: Juan Lopez Started: 1330
Reported To:
Contractor: Lacy Construction
Finished: 1500
ive
Report Distribution: Reviewed By:
(1) PacTrust Pacific Really Associates LP (1) City of Coppell TX -
� Halff Assoc Inc Sri eveland, P.E.
(1) City of Coppell 'rX (-)
Senior
(1) Lacy Construction oject 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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