ST0702-LR091009CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0029 Irerracon
Service Date: 09/24/09 8901 Carpenter Frwy.
Report Date: 10/09/09 Dallas, TX 75247
214- 630 -1010 Rep- No: F -3272
Client Project
City of Coppel I TX
Attn: Ricl( O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1358 Plant: 6
Truck No.: 7059 Ticket No.: 6359422
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
f - 1/2
4.0
79
71
Laboratory Test Data
Coppell Road - #ST07 -02
Bethel Road to
Southwestern Blvd.
Coppell, TX
Proiect Number: 94091174
Sample Information
Sample Date:
09/24/09 Sample Time:
Sampled By:
Francisco J. Morillo
Weather Conditions:
Cloudy
Accumulative Yards:
2.5 Batch Size (cy):
Placement Method:
Direct Discharge
Water Added Before (gal):0
6.00
Water Added After (gal):
0
Sample Location:
Sta. 1 +97
Placement Location:
Inlet @ S. Coppell Rd, S bound
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
09/25/09
10/01/09
1 2
6.00
28.27
09/25/09
10/08/09
1 3
6.00
28.27
09/25/09
10/22/09
1 4
6.00
28.27
09/25/09
10/22/09
Age at Maximum Compressive
1520
2.5
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
7
119,110
4,210
4
14
129,790
4,590
4
28
28
Comments: Not tested for plastic unit weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and ca t com ss' a er
samples.
Terracon Rep.: Francisco J. Morillo Started: 1430
Reported To: Finished: 1700
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc Reviewed By:
(1) JRJ Paving LP V.
. leveland, P.E.
Senior roject 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, R-3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT err
Report Number: 94091174.0021
Service Date: 09/10/09 8901 Carpenter Frwy.
Report Date: 10/09/09 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: 1452 Plant: 3
Truck No.: 7069 Ticket No.: 3269242
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4
4.5
90
94
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
09/11/09
1 2
6.00
28.27
09/11/09
1 3
6.00
28.27
09/11/09
1 4
6.00
28.27
09/11/09
Sample Date:
09/10/09
Sample Time:
1545
Sampled By:
Francisco J.
Morillo
Weather Conditions:
Clear
Accumulative Yards:
7.5
Batch Size (cy):
7.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 16 +15
Placement Location:
Inlet @ Copell Rd., S bound
Age at
Maximum
Compressive
Date Test
Load
Strength
Fracture
Tested (days)
(lbs)
(psi)
Type
09/17/09 7
114,320
4,040
2
09/24/09 14
126,210
4,460
4
10/08/09 28
135,310
4,790
4
10/08/09 28
142,310
5,030
2
Average
(28 days)
4,910
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples. r
Terracon Rep.: Francisco J. Morillo Started: 1400
Reported To: Superintendent Finished: 1630
Contractor: JRJ Paving
Report Distribution: Reviewed B
(1) City of Coppell TX (1) Freese and Nichols Inc y
(1) JRJ Paving LP E J. leveland, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, 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, Rm3 Page I of I