ST0003-LR090514CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0088 Irer
Service Date: 04/14/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/14/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
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: 4,500 psi t� 28 days
Mix ID: 25011 - 1
Supplier: Tiseo Paving
Batch Time: 1347
Truck No.: 162
Field Test Data
Tes t
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
4 1/2 3 -5
5.3 3 -6
82
68
Plastic Unit Wt. (pcf): 148.4
Sainpie Date:
04/14/09 Sample Time: 1415
Sampled By:
Louis J. DeRossi
Weather Conditions:
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Eastbound Ruby Rd., approaching
(days) (lbs)
intersection with Coppell Rd.
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
04/15/09
04/21/09
7 119,560
4,230
6
1 ? 6.00
28.27
04/15/09
05/12/09
28 155,490
5,500
4
1 3 6.00
28.27
04/15/09
05/12/09
28 149,340
5,280
2
Average (28 days)
5,390
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 field tests and
samples.
Terracon Rep.: Louis.]. DeRossi
Reported To:
Contractor: Tiseo
Report Distribution:
(1) Cily urCoppell'rx
( I )'riseo h1vinp Cumpanp
(1) Huill Zollars Inc
strength
e
Reviewed By:
Senior
Test Methods:
Engineer
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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