ST1002-LR120315CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0083
Service Date: 03/06/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/15/12 Dallas, TX 75247
Task: 214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Old Town Coppell & Bethel Road
Attn: Rick O'Dell #ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0646 Plant: 955
Truck No.: 5033 Ticket No.: 64318267
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
31/2 3 -5
4.2 3 -6
72
55
148.1
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
Area
Date
(sq in)
Received
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
Sample Date:
03/06/12 Sample Time: 0740
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy, windy
Accumulative Yards:
40 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
5
Sample Location:
Sta. 8 +75
Placement Location:
Pavement, Travis from S. Coppell to
Hammonds
Age at
Date
Test
Tested
(days)
03/10/12
4
03/13/12
7
04/03/12
28
04/03/12
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
126,680
4,480
5
137,250
4,850
2
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.: Albert Garcia
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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.
CROOO1, 8- 27 -11, Revs Page 1 of 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0083
Service Date: 03/06/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/15/12 Dallas, TX 75247
Task: 214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Old Town Coppell & Bethel Road
Attn: Rick O'Dell #ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0810 Plant: 955
Truck No.: 5033 Ticket No.: 64318282
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 1/2 3 -5
4.2 3 -6
72
58
147.9
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
Area
Date
(sq in)
Received
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
Sample Date:
03/06/12 Sample Time: 0840
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy, windy
Accumulative Yards:
160 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 7 +25
Placement Location:
Pavement, Travis from S. Coppell to
Hammonds
Age at
Date
Test
Tested
(days)
03/10/12
4
03/13/12
7
04/03/12
28
04/03/12
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
115,480
4,080
5
129,190
4,570
2
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.: Albert Garcia
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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.
CROOO1, 8- 27 -11, Revs Page 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0083
Service Date: 03/06/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/15/12 Dallas, TX 75247
Task: 214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Old Town Coppell & Bethel Road
Attn: Rick O'Dell #ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0853 Plant: 955
Truck No.: 1120 Ticket No.: 64318290
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 3 -5
4.1 3 -6
76
58
148.3
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
Area
Date
(sq in)
Received
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
Sample Date:
03/06/12 Sample Time: 0940
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy, windy
Accumulative Yards:
240 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 6 +41
Placement Location:
Pavement, Travis from S. Coppell to
Hammonds
Age at
Date
Test
Tested
(days)
03/10/12
4
03/13/12
7
04/03/12
28
04/03/12
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
105,460
3,730
5
127,990
4,530
1
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.: Albert Garcia
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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.
CROOO1, 8- 27 -11, Revs Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0083
Service Date: 03/06/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/15/12 Dallas, TX 75247
Task: 214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Old Town Coppell & Bethel Road
Attn: Rick O'Dell #ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1113 Plant: 955
Truck No.: 7012 Ticket No.: 64318314
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 1/2 3 -5
4.0 3 -6
74
68
148.5
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
4
1
6.00
4
2
6.00
4
3
6.00
4
4
6.00
Area
Date
(sq in)
Received
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
Sample Date:
03/06/12 Sample Time: 1150
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy, windy
Accumulative Yards:
380 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 3 +00
Placement Location:
Pavement, Travis from S. Coppell to
Hammonds
Age at
Date
Test
Tested
(days)
03/10/12
4
03/13/12
7
04/03/12
28
04/03/12
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
115,540
4,090
4
137,600
4,870
3
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.: Albert Garcia
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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.
CROOO1, 8- 27 -11, Revs Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0083
Service Date: 03/06/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/15/12 Dallas, TX 75247
Task: 214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Old Town Coppell & Bethel Road
Attn: Rick O'Dell #ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1300 Plant: 955
Truck No.: 5007 Ticket No.: 64318336
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 1/2 3 -5
3.2 3 -6
78
70
148.7
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
5
1
6.00
5
2
6.00
5
3
6.00
5
4
6.00
Area
Date
(sq in)
Received
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
28.27
03/07/12
Sample Date:
03/06/12 Sample Time: 1345
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy, windy
Accumulative Yards:
490 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 1 +30
Placement Location:
Pavement, Travis from S. Coppell to
Hammonds
Age at
Date
Test
Tested
(days)
03/10/12
4
03/13/12
7
04/03/12
28
04/03/12
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
105,870
3,740
4
122,850
4,350
2
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.: Albert Garcia
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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.
CROOO1, 8- 27 -11, Revs Page 5 of 5
SAMPLE PICK -UP REPORT
Report Number: 94111246.0091
Irerracon
Service Date: 03/10/12
8901 Carpenter Frwy. Suite 100
Report Date: 03/15/12
Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94111246
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:4
Report No.: 94111246.0090
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Juan Lopez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: "�Zz
Eric J. Cleveland, P.E.
Senior Project Manager
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.
BC0001, 10- 25 -10, Rev.9 Page 1 of 1 dgr
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