ST0702-LR100125CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Ir
Report Number: 94091174.0075 ea- a n
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 01/25/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Attn: Ricic 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: 1221 Plant: 7
Truck No.: 9150 Ticket No.: 7213626
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test Data
Set Specimen Diameter
No. ID (in)
1 1 6.00
1 2 6.00
1 3 6.00
1 4 6.00
Result Specification
. 4 3 -5
6.1 3 -6
50
50
143.2
ments:
Sample Date:
01 /11 /10 Sample Time: 1314
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location:
Sta. 15 +50
Placement Location:
Pavement
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/12/10
01/18/10
7
28.27
01/12/10
01/25/10
14
28.27
01/12/10
02/08/10
28
28.27
01/12/10
02/08/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
131,970
4,670 4
150,320
5,320 4
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
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
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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPOR Ireoprocan
Report Number: 94091174.0075
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/25/10 Revision I Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Amy: 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: 1405 Plant: 7
Truck No.: 5076 Ticket No.: 6364186
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct)
Result Specification
4 1/4 3 -5
7.0 3 -6
58
50
143.1
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
1
6.00
2
2
6.00
2
3
6.00
2
4
6.00
mments:
Samples Made By: Terracon
Sample Date:
01/11/10 Sample Time: 1452
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 17 +25
Placement Location:
Pavement
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/12/10
01/18/10
7
28.27
01/12/10
01/25/10
14
28.27
01/12/10
02/08/10
28
28.27
01/12/10
02/08/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
124,190
4,390
4
142,920
5,060
4
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)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.
C110001, 5- 31 -09, Rev.3 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT imp Fpm
Report Number: 94091174.0075 flerracen
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 01/25/10 Revision 1 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: 1545 Plant: 7
Truck No.: 3072 Ticket No.: 7213657
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/2 3 -5
2.1 3 -6
55
48
141.8
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
3
1
6.00
3
2
6.00
3
3
6.00
3
4
6.00
mments:
Samples Made By: Terracon
Sample Date:
01/11/10 Sample Time: 1618
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
230 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 19 +25
Placement Location:
Pavement
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/12/10
01/18/10
7
28.27
01/12/10
01/25/10
14
28.27
01/12/10
02/08/10
28
28.27
01/12/10
02/08/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
125,870
4,450
2
149,910
5,300
4
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
Conti - actor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1)1RJPaving 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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPOR Ireopracan
Report Number: 94091174.0075
Service Date: 01 /11 /10
8901 Carpenter Frwy.
Report Date: 01/25/10
Revision
1
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: 1808
Sampled By:
Christopher P. Moran
Mix ID: 1707
Weather Conditions:
Clear, light breeze
Supplier: Lattimore
Accumulative Yards:
300 Batch Size (ey): 10
Batch Time: 1730
Plant:
7
Placement Method:
Direct Discharge
Truck No.: 9106
Ticket No.: 7213673
Water Added Before (gal): 10
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 22 +50
Test
Result
Specification
Placement Location:
Pavement
Slump (in):
4
3 -5
Air Content ( %):
6.1
3 -6
Concrete Temp. (F):
54
Ambient Temp. (F):
46
Plastic Unit Wt. (pcf):
145.0
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
4 4
6.00
28.27 01/12/10
02/08/10 28
Comments:
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.
CRO°o i, 5- 21 -09, Rm3 Page 4 of 4