ST0702-LR091002CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0016 Irerracon
Service Date: 09/03/09 8901 Carpenter Frwy.
Report Date: 10/02/09 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1401 Plant: 07
Truck No.: 7003 Ticket No.: 7210005
Field Test Data
Test
Result Specification
Slump (in):
3 1/4
Air Content (' %):
4.3
Concrete Temp. (F):
95
Ambient Temp. (F):
86
Plastic Unit Wt. (pef): 149.5
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
09/04/09
1 2
6.00
28.27
09/04/09
1 3
6.00
28.27
09/04/09
1 4
6.00
28.27
09/04/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal)
Water Added After (gal):
Sample Location:
Placement Location:
09/03/09 Sample Time: 1459
Juan Lopez
Cloudy w /mild winds
8 Batch Size (cy): 8
Direct Discharge
5
0
N Wall, bottom half at Sta. 8 +81
Headwalls at Sta. 8 +81
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
09/10/09
7
130,800
09/17/09
14
141,250
10/01/09
28
152,610
10/01/09
28
149,570
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,630
4
5,000
4
5,400
4
5,290
4
5,350
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 trength
samples.
Terracon Rep.: Juan Lopez Started: 1400
Reported To: Finished: 1630
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc Reviewed By:
(1) JRJ Paving LP r 1 C J. 4ect eland, P.E.
Senior P Manager
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.
CR0001, 5- 21 -09, Rev.J Page 1 of 1