ST0702-LR091230CONCRETE COMPRESSIVE STRENGTH TEST REPORT Ireirracon
Report Number: 94091 174.0065
Service Date: 12/22/09 8901 Carpenter Frwy.
Report Date: 12/30/09 Dallas, TX 75247
214- 630 -1010 Re No:F -3272
Client Project
City of Coppell TX Coppell Road - 4ST07 -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 n 28 days
Sample Date:
12/22/09 Sample Time: 1345
Sampled By:
Mario A.Garcia
Mix ID: 1701
Weather Conditions:
Cloudy, strong breezes
Supplier: Lattimore
Accumulative Yards:
6 Batch Size (cy): 6
Batch Time: 1228
Plant:
3
Placement Method:
Bucket
Truck No.: 9141
Ticket No.:
3272344
Water Added Before (gal): 10
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 2 +20
Test
Result
Specification
Placement Location:
Flume, E of Coppell Road and S of
Slump (in):
4 1/2
3 -5
Burns Street, from Sta. 1 +00 to Sta.
Air Content ( %,):
5.0
3 -6
2 +40
Concrete Temp. (F):
67
Ambient Temp. (F):
65
Plastic Unit Wt. (pcf):
142.1
Laboratory Test Data
Set Specimen Diameter Area
Date
Age at
Date Test
Maximum Compressive
Load Strength Fracture
No. ID (in)
(sq in)
Received
Tested (days)
(lbs) (psi) Type
1 1 6.00
28.27
12/23/09
12/29/09 7
111,720 3,950 6
1 2 6.00
28.27
12/23/09
01/05/10 14
1 3 6.00
28.27
12/23/09
01/19/10 28
1 4 6.00
28.27
12/23/09
01/19/10 28
Comments:
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.: Mario A.Garcia Started: 1130
Reported To: Finished: 1500
Contractor: JR.1 Paving
Report Distribution:
(1)CilyorCoppcll'I'x (1) Freese and Nichols 111C Reviewed By:
(I) JRJ Paving LP
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.
CWe01, 5.21 -10), lt Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0053
Terracon
Truck No.: 3012
Service Date: 12/15/09
8901 Carpenter Frwy.
Report Date: 12/30/09 Revision 1
Dallas, TX 75247
Placement Method:
214- 630 -1010 Re 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: 1348
Plant:
3
Truck No.: 3012
Ticket No.:
3272013
Field Test Data
10 Batch Size (cy): 10
Placement Method:
Test
Result
Specification
Slump (in):
3 3/4
3 -5
Air Content ( %):
5.0
3 -6
Concrete Temp. (F):
55
I 1 6.00
Ambient Temp. (F):
44
12/22/09
Plastic Unit Wt. (pcf):
143.5
28.27
Sample Date:
12/15/09 Sample Time:
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Bucket
Water Added Before (gal):5
Water Added After (gal):
5 Slump After (in): 4.25
Sample Location:
Sta. 7 +50
Placement Location:
V -Line Flume at Sta. 8 +00 to Sta. 7 +00
Laboratory Test Data
Strength Fracture
(lbs)
(psi) Type
136,560
4,830 4
145,680
5,150 2
Age at
Set Specimen Diameter
Area
Date
Date
Test
No. ID (in)
(sq in)
Received
Tested
(days)
I 1 6.00
28.27
12/16/09
12/22/09
7
1 2 6.00
28.27
12/16/09
12/29/09
14
1 3 6.00
28.27
12/16/09
01/12/10
28
I 4 6.00
28.27
12/16/09
01/12/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
136,560
4,830 4
145,680
5,150 2
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.: Burl E. Thomas
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City ofCoppell TX (1) Freese and Nichols Inc Reviewed By:
(1) JRJ Paving LP
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, Rm3 Page I of 1