ST0702-LR100209CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0075 Irerracon
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 02/09/10 Revision 2 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
Specified Strength: 3,600 psi @ 28 days
Mix ID:
1707
Supplier:
Lattimore
Batch Time:
1221
Truck No.:
9150
Plant: 7
Ticket No.: 7213626
Field Test Data
Test
Sample Information
Sample Date:
01/11/10 Sample Time:
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
30 Batch Size (ey)
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Sta. 15 +50
Placement Location:
Pavement
1314
10
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
6.1 3 -6
50
50
143.2
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1
6.00
28.27
01/12/10
01/18/10
7
131,970
4,670
4
1 2
6.00
28.27
01/12/10
01/25/10
14
150,320
5,320
4
1 3
6.00
28.27
01/12/10
02/08/10
28
169,000
5,980
5
1 4
6.00
28.27
01/12/10
02/08/10
28
164,590
5,820
4
Average (28 days)
5,900
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.: Christopher P. Moran Started: 0630
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(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, REV.J Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0075 Irerracon
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 02/09/10 Revision 2 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: 3,600 psi @
28 days
Sample Date:
01 /11 /10
Sample Time:
1452
Sampled By:
Christopher P. Moran
Mix ID: 1707
Weather Conditions:
Clear, light
breeze
Supplier: Lattimore
Accumulative Yards:
120
Batch Size (cy):
10
Batch Time: 1405
Plant:
7
Placement Method:
Direct Discharge
Truck No.: 5076
Ticket No.: 6364186
Water Added Before (gal): 10
Water Added After (gal): 0
Field Test Data
Sample Location:
Sta. 17 +25
Test
Result
Specification
Placement Location:
Pavement
Slump (in):
4 1/4
3 -5
Air Content ( %):
7.0
3 -6
Concrete Temp. (F):
58
Ambient Temp. (F):
50
Plastic Unit Wt. (pef):
143.1
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date Test
Load
Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(lbs)
(psi)
Type
2 1
6.00
28.27
01/12/10
01/18/10 7
124,190
4,390
4
2 2
6.00
28.27
01/12/10
01/25/10 14
142,920
5,060
4
2 3
6.00
28.27
01/12/10
02/08/10 28
161,690
5,720
4
2 4
6.00
28.27
01/12/10
02/08/10 28
156,010
5,520
4
Average (28 days)
5,620
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.: Christopher P. Moran Started: 0630
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City or Coppell TX (1) Freese and Nichols Inc
(1)JRJPaving 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, Rev.3 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0075 lerracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 02/09/10 Revision 2 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: 3,600 psi @
28 days
Sample Date:
01/11/10
Sample Time:
1618
Sampled By:
Christopher P. Moran
Mix ID: 1707
Weather Conditions:
Clear, light
breeze
Supplier: Lattimore
Accumulative Yards:
230
Batch Size (cy):
10
Batch Time: 1545
Plant:
7
Placement Method:
Direct Discharge
Truck No.: 3072
Ticket No.:
7213657
Water Added Before (gal): 10
Field Test Data
Water Added After (gal): 0
Sample Location:
Sta. 19 +25
Test
Result
Specification
Placement Location:
Pavement
Slump (in):
41/2
3 -5
Air Content ( %):
2.1
3 -6
Concrete Temp. (F):
55
Ambient Temp. (F):
48
Plastic Unit Wt. (pcf):
141.8
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date Test
Load
Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(lbs)
(psi)
Type
3 1
6.00
28.27
01/12/10
01/18/10 7
125,870
4,450
2
3 2
6.00
28.27
01/12/10
01/25/10 14
149,910
5,300
4
3 3
6.00
28.27
01/12/10
02/08/10 28
159,670
5,650
4
3 4
6.00
28.27
01/12/10
02/08/10 28
156,630
5,540
2
Average (28 days)
5,600
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 field tests and cast compressive strength
samples.
Teri-aeon Rep.: Christopher P. Moran Started: 0630
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(I) City or Coppell TX (1) Freese and Nichols Inc
(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.
C130001, 5- 21 -09, Rev.3 Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0075 Ir erracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 02/09/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Material Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1707
Supplier: Lattimore
Batch Time: 1730 Plant: 7
Truck No.: 9106 Ticket No.: 7213673
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
6.1 3 -6
54
46
145.0
Coppell Road - #ST07 -02
Bethel Road to
Southwestern Blvd.
Coppell, TX
Project Number: 94091174
Sample Information
Sample Date:
01/11/10 Sample Time:
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
300 Batch Size (cy)-
Placement Method:
Direct Discharge
Water Added Before (gal): 10
Water Added After (gal):
0
Sample Location:
Sta. 22 +50
Placement Location:
Pavement
1808
10
Laboratory Test Data
Age at
Maximum
Compressive
Set
Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No.
ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
4
1
6.00
28.27
01/12/10
01/18/10
7
163,270
5,770
2
4
2
6.00
28.27
01/12/10
01/25/10
14
177,790
6,290
2
4
3
6.00
28.27
01/12/10
02/08/10
28
200,080
7,080
4
4
4
6.00
28.27
01/12/10
02/08/10
28
205,920
7,280
5
Average (28 days)
7,180
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.: Christopher P. Moran Started: 0630
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX
(1)JRJPaving LP
(1) Freese and Nichols Inc
Finished: 1830
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.
C R0001. 5- 21.09, ILev 3 Page 4 of 4
Senior Project Manager