ST0702-LR100204CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0072 Ireff - racon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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 @
Mix ID: 1707
Supplier: Lattimore
Batch Time: 0755 Plant:
Truck No.: 3012 Ticket No.
28 days
7
7213540
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Result Specification
3 1/4 3 -5
5.0 3 -6
50
40
146.2
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/07/10
1 2
6.00
28.27
01/07/10
1 3
6.00
28.27
01/07/10
1 4
6.00
28.27
01/07/10
Sample Date: 01/06/10 Sample Time: 0831
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 30 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):5
Water Added After (gal): 0
Sample Location: Sta. 2 +90
Placement Location: Pavement from Sta. 2 +50 to Sta. 16 +00
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
01/13/10
7
148,780
01/20/10
14
163,330
02/03/10
28
188,050
02/03/10
28
187,120
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,260
4
5,780
2
6,650
4
6,620
4
6,640
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: 0600
Reported To: Finished: 1600
Contractor: JRJ Paving
Report Distribution:
(1) City or Coppell TX (1) Freese and Nichols Inc
(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.
CR0001, 5.21.09, R-3 Page I of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0072 ��lt
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 02/04/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg 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: 3,600 psi @ 28 days
Mix ID: 1707
Supplier: Lattimore
Batch Time: 0838 Plant: 7
Truck No.: 9113 Ticket No.: 6364084
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 3 -5
7.2 3 -6
49
40
142.4
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
01 /07/10
2
2
6.00
28.27
01/07/10
2
3
6.00
28.27
01/07/10
2
4
6.00
28.27
01/07/10
Sample Date: 01/06/10 Sample Time: 0932
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 130 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location: Sta. 4 +00
Placement Location: Pavement from Sta. 2 +50 to Sta. 16 +00
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
01/13/10
7
126,540
01/20/10
14
147,930
02/03/10
28
162,430
02/03/10
28
166,470
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,480
2
5,230
2
5,750
2
5,890
2
5,820
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: 0600
Reported To: Finished: 1600
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) JR.1 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.3 Page 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT CM go
Report Number: 94091174.0072 eun ^
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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
Mix ID: 1707
Supplier: Lattimore
Batch Time: 0930 Plant: 7
Truck No.: 1027 Ticket No.: 6364293
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
4 3 -5
5.3 3 -6
49
40
145.5
Laboratory Test Data
Sample Date: 01/06/10 Sample Time: 1012
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 280 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 7 +50
Placement Location: Pavement from Sta. 2 +50 to Sta. 16 +00
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
3
l
6.00
28.27
01/07/10
01/13/10
3
2
6.00
28.27
01/07/10
01/20/10
3
3
6.00
28.27
01/07/10
02/03/10
3
4
6.00
28.27
01/07/10
02/03/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 153,470
5,430
4
14 1 63,100
5,770
2
28 189,530
6,700
4
28 190,440
6,740
4
Average (28 days)
6,720
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: 0600
Reported To:
Contractor: JRJ Paving
Report Distribution:
Finished: 1600
(1) City of Coppell TX (1) Freese and Nichols Inc
(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.
C11000 1, 5- 21 -09, R-3 Page 3 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0072 Neu 0 n
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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
Mix ID: 1707
Supplier: Lattimore
Batch Time: 0958 Plant: 7
Truck No.: 1039 Ticket No.: 6364078
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test Data
Result Specification
4 1/2 3 -5
6.3 3 -6
50
40
143.5
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
4
1
6.00
28.27
01/07/10
01/13/10
4
2
6.00
28.27
01/07/10
01/20/10
4
3
6.00
28.27
01/07/10
02/03/10
4
4
6.00
28.27
01/07/10
02/03/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 133,450
4,720
4
14 145,650
5,150
2
28 163,930
5,800
4
28 160,190
5,670
4
Average (28 days)
5,740
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: 0600
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX
(1)JRJPaving LP
Test Methods:
(1) Freese and Nichols Inc
Sample Date: 01/06/10 Sample Time: 1042
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 350 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 10 +00
Placement Location: Pavement from Sta. 2 +50 to Sta. 16 +00
Finished: 1600
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.l Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT RPM
Report Number: 94091174.0072 lerracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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
Mix ID: 1707
Supplier: Lattimore
Batch Time: 1042 Plant: 7
Truck No.: 7059 Ticket No.: 6364107
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
33/4 3 -5
6.1 3 -6
50
41
144.5
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(in)
(sq in)
5
1
6.00
28.27
5
2
6.00
28.27
5
3
6.00
28.27
5
4
6.00
28.27
Sample Date: 01/06/10 Sample Time: 1128
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 420 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):5
Water Added After (gal): 0
Sample Location: Sta. 12 +50
Placement Location: Pavement from Sta. 2 +50 to Sta. 16 +00
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
01/67/10
01/13/10
7
126,310
01/07/10
01/20/10
14
146,900
01/07/10
02/03/10
28
160,430
01/07/10
02/03/10
28
179,150
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,470
4
5,200
2
5,670
4
6,340
4
6,010
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: 0600
Reported To: Finished: 1600
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(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.
CR0001, 5- 21 -09, Rm3 Page 5 of 6
R Num o
CONCRETE COMPRESSIVE STRENGTH TEST REPORT em
lerracan
Service Date: 01 /06/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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
Mix ID: 1707
Supplier: Lattimore
Batch Time: 1246 Plant: 7
Truck No.: 7064 Ticket No.: 7213589
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp, (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Result Specification
4 3 -5
5.3 3 -6
50
40
146.7
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(in)
(sq in)
6
I
6.00
28.27
6
2
6.00
28.27
6
3
6.00
28.27
6
4
6.00
28.27
Sample Date: 01/06/10 Sample Time: 1321
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 320 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 14 +25
Placement Location: Pavement from Sta. 2 +50 to Sta. 16 +00
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
01/07/10
01/13/10
7
166,100
01/07/10
01/20/10
14
182,200
01/07/10
02/03/10
28
192,450
01/07/10
02/03/10
28
200,790
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,880
4
6,440
2
6,810
4
7,100
4
6,960
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 c mpre:
samples.
Terracon Rep.: Christopher P. Moran Started: 0600
Reported To: Finished: 1600
Contractor: JRJ Paving
Report Distribution: Reviewed B
(1) City of Coppell TX (1) Freese and Nichols Inc
(I) JRJ Paving LP ric J. Clevel
Senior Project
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.
CROOOI, 5- 21 -09, R-3 Page 6 of 6