ST0003-LR090519CONCRETE COMPRESSIVE STRENGTH TEST REPORT ME OR
Report Number: 94081163.0092 flerracon
Service Date: 04/20/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/19/09 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: 4,000 psi n 28 days
Mix ID: 2501H
Supplier: Tiseo Paving
Batch Time: 0727 Plant:
Truck No.: 165 Ticket No.:
Field Test Data
Test
Result
Slump (in):
5
Air Content ( %):
7.0
Concrete Temp. (F):
82
Ambient Temp. (F):
60
Plastic Unit Wt. (pcf):
147.0
Laboratory Test Data
Specification
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/21/09
1 2
6.00
28.27
04/21/09
1 3
6.00
28.27
04/21/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/20/09 Sample Time: 0815
Ashton L. Varnell
Clear
10 Batch Size (cy): 10
Direct Discharge
15
Leaveout at Halifax
Pavement, north middle lane, two
leaveouts in front of school; westbound
approaches at Halifax and Oak Grove
Age at Maximum Compressive
Date
Test Load
Strength
Fracture
Tested
(days) (lbs)
(psi)
Type
04/27/09
7 128,820
4,560
2
05/18/09
28 159,030
5,630
2
05/18/09
28 158,000
5,590
4
Average (28 days)
5,610
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 cast compressive strength
samples.
Terracon Rep.: Ashton L. Varnell Started: 0630
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
(1) Huitt Zollars Inc
Finished: 1000
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.
Cn0001, 4- 30-09, Rev.2 Page 1 of 1