ST0003-LR090518CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0090 1 ierracon
Service Date: 04/17/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/18/09 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 @ 28 days
Mix ID: 2501H
Supplier: Tiseo Paving
Batch Time: 0838
Truck No.: 184
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
41/2
5.0
85
64
Plastic Unit Wt. (pcf): 151.0
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/18/09
1 2
6.00
28.27
04/18/09
1 3
6.00
28.27
04/18/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/17/09 Sample Time: 0915
Ashton L. Varnell
Rain
10 Batch Size (cy): 10
Direct Discharge
10
0
Eastbound approach, Archer at street
Pavement eastbound approach at Archer
and westbound at Park
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/24/09
7
167,860
05115109
28
218,830
05115109
28
210,560
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,940
4
7,740
2
7,450
2
7,600
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 fie
samples.
Terracon Rep.: Ashton L. Varnell Started: 0600
Reported To: Finished: 1100
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc Reviewed By:
(1) Tiseo Paving Company
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.
CROOO1, 4- 30-09, Rev.? Page 1 of 1
Senior Project Engineer