ST0003-LR090311CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0073 Irerracon
Service Date: 03/03/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/11/09 Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081163
Material Information Sample Information
Specified Strength: 3,000 psi cr 28
days
Sample Date:
03/03/09 Sample Time: 1055
Age at
Maximum
Compressive
Sampled By:
Mario A.Garcia
Mix ID: 8272
Date
Test
Weather Conditions:
Clear, Mild Breeze
Supplier: TXI
(sq in)
Received
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 0920
Plant:
141
Placement Method:
Direct Discharge
Truck No.: 8004
Ticket No.:
835919
Water Added Before (gal):
10
28.27
03/04/09
03/31/09
Water Added After (gal):
0
Field Test Data
1 3 6.00
28.27
Sample Location:
Set # 1, see attached sketch
Test
Result
Specification
Placement Location:
Sidewalk, northbound Coppell Rd; see
Slump (in):
5
attached sketch for placement area
Air Content (' %o):
5.2
Concrete Temp. (F):
61
Ambient Temp. (F):
56
Plastic Unit Wt. (pef):
145.2
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
03/04/09
03/10/09
7
90,460
3,200 5
1 2 6.00
28.27
03/04/09
03/31/09
28
1 3 6.00
28.27
03/04/09
03/31 /09
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.
Terracon Rep.: Mario A.Garcia Started: 0900
Reported To:
Contractor: Tiseo
Report Distribution:
(1) Cily orCoppell l'x
( I ) Tiseo Paving Conwany
(1) Huilt Zollars Inc
Finished: 1200
Reviewed By:
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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