ST0701-LR091029CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0018 Irerracan
Service Date: 10/20/09 8901 Carpenter Frwy.
Report Date: 10/29/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Malvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091 193
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28
days
Sample Date:
10/20/09 Sample Time: 1803
Sampled By:
Juan Lopez
Mix ID: DCCOG501
Weather Conditions:
Clear
Supplier: Itedi -Mix
Accumulative Yards:
8 Batch Size (cy): 8
Batch Time: 0435 Plant:
136
Placement Method:
Direct Discharge
Truck No.: 1 166 Ticket No.:
25128549
Water Added Before (gal): 10
Field Test Data
Water Added After (gal):
0
Sample Location:
Pier n B.2 /C
Test Result
Specification
Placement Location:
Drilled Pers, see Foundation
Slump (in): 6
5 -7
Observations Report #94091193.00 17,
Air Content ('Yo): 1.5
dated 10/20/09, for pier locations
Concrete Temp. (F): 81
Ambient Temp. (F): 80
Plastic Unit Wt. (pcf): 151.0
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
10/21/09
10/27/09 7
135,190 4,780 4
1 2 6.00 28.27
10/21/09
11/03/09 14
1 3 6.00 28.27
10/21/09
11/17/09 28
1 4 6.00 28.27
10/21/09
11/17/09 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strengt
samples.
Terracon Rep.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell IN (1) Cily of Coppell TX Reviewed By:
(1)CilyofCoppell'IX (2) 1-Iaff'Assoelne Erie J. velan ,P. E.
(1) Lacy Collstl'uelit'll (1) PacTrust Pacific Really Associates LP Senior Project M nager
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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