ST1002-LR120626CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0261
Cloudy
Accumulative Yards:
40 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 06/20/12
See attached sketch
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
6.00
Dallas, TX 75247
Task:
06/23/12
214 - 630 -1010 Reg No: F -3272
Client
Project
2
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
7
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
06/21/12
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0706 Plant: 95
Truck No.: 7059 Ticket No.: 564323733
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
3.6 3 -6
86
77
150.0
Sample Date:
06/20/12 Sample Time: 0805
Sampled By:
Bernardino Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
40 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, Parking Lot, see attached
6.00
sketch
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
06/21/12
06/23/12
3 132,330
4,680 4
1
2
6.00
28.27
06/21/12
06/27/12
7
1
3
6.00
28.27
06/21/12
06/27/12
7
1
4
6.00
28.27
06/21/12
07/18/12
28
1
5
6.00
28.27
06/21/12
07/18/12
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.: Bernardino Rojas
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 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.
CROOO1, 8- 27 -11, Revs Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0261
Cloudy
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 06/20/12
See attached sketch
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
6.00
Dallas, TX 75247
Task:
06/23/12
214 - 630 -1010 Reg No: F -3272
Client
Project
2
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
7
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
06/21/12
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0916 Plant: 95
Truck No.: 9150 Ticket No.: 564323750
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/2 3 -5
3.5 3 -6
88
81
149.2
Sample Date:
06/20/12 Sample Time: 1025
Sampled By:
Bernardino Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, Parking Lot, see attached
6.00
sketch
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
06/21/12
06/23/12
3 104,820
3,710 5
2
2
6.00
28.27
06/21/12
06/27/12
7
2
3
6.00
28.27
06/21/12
06/27/12
7
2
4
6.00
28.27
06/21/12
07/18/12
28
2
5
6.00
28.27
06/21/12
07/18/12
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.: Bernardino Rojas
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 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.
CROOO1, 8-27-11, Revs Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0261
Cloudy
Accumulative Yards:
230 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 06/20/12
See attached sketch
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
6.00
Dallas, TX 75247
Task:
06/23/12
214 - 630 -1010 Reg No: F -3272
Client
Project
2
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
7
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
06/21/12
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1345 Plant: 95
Truck No.: 3011 Ticket No.: 564323788
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 3 -5
3.3 3 -6
95
88
147.2
Sample Date:
06/20/12 Sample Time: 1435
Sampled By:
Bernardino Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
230 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, Parking Lot, see attached
6.00
sketch
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
06/21/12
06/23/12
3 118,630
4,200 4
3
2
6.00
28.27
06/21/12
06/27/12
7
3
3
6.00
28.27
06/21/12
06/27/12
7
3
4
6.00
28.27
06/21/12
07/18/12
28
3
5
6.00
28.27
06/21/12
07/18/12
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.: Bernardino Rojas
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 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.
CROOO1, 8- 27 -11, Revs Page 3 of 3
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CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0260
Cloudy
Accumulative Yards:
50 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
10
Service Date: 06/19/12
See attached sketch
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
6.00
Dallas, TX 75247
Task:
06/22/12
214- 630 -1010 Reg No: F -3272
Client
Project
2
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
7
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
06/20/12
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0713 Plant: 95
Truck No.: 9150 Ticket No.: 564323671
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
41/2 3 -5
4.2 3 -6
86
75
150.4
Sample Date:
06/19/12 Sample Time: 0810
Sampled By:
Bernardino Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
50 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
10
Sample Location:
See attached sketch
Placement Location:
Pavement, North Parking Lot, see
6.00
attached sketch
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
06/20/12
06/22/12
3 135,710
4,800 2
1
2
6.00
28.27
06/20/12
06/26/12
7
1
3
6.00
28.27
06/20/12
06/26/12
7
1
4
6.00
28.27
06/20/12
07/17/12
28
1
5
6.00
28.27
06/20/12
07/17/12
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.: Bernardino Rojas
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 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.
CROOO1, 8- 27 -11, Revs Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Diameter
Area
Report Number: 94111246.0260
Date
Test Load
Strength Fracture
No.
ID
(in)
(sq in)
Received
Tested
Service Date: 06/19/12
(psi) Type
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
6.00
Dallas, TX 75247
Task:
06/22/12
214- 630 -1010 Reg No: F -3272
Client
Project
2
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
7
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
06/20/12
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0828 Plant: 95
Truck No.: 5033 Ticket No.: 564323677
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/2 3 -5
4.0 3 -6
92
77
151.3
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
06/19/12 Sample Time: 0905
Bernardino Rojas
Cloudy
120 Batch Size (cy): 10
Direct Discharge
10
0
See attached sketch
Pavement, North Parking Lot, see
attached sketch
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
06/20/12
06/22/12
3 134,010
4,740 2
2
2
6.00
28.27
06/20/12
06/26/12
7
2
3
6.00
28.27
06/20/12
06/26/12
7
2
4
6.00
28.27
06/20/12
07/17/12
28
2
5
6.00
28.27
06/20/12
07/17/12
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.: Bernardino Rojas
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 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.
CROOO1, 8-27-11, Revs Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Diameter
Area
Report Number: 94111246.0260
Date
Test Load
Strength Fracture
No.
ID
(in)
(sq in)
Received
Tested
Service Date: 06/19/12
(psi) Type
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
6.00
Dallas, TX 75247
Task:
06/22/12
214- 630 -1010 Reg No: F -3272
Client
Project
2
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
7
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
06/20/12
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1037 Plant: 95
Truck No.: 3012 Ticket No.: 564323693
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
6 3 -5
5.5 3 -6
93
84
144.8
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
06/19/12 Sample Time: 1130
Bernardino Rojas
Cloudy
230 Batch Size (cy): 10
Direct Discharge
10
0
See attached sketch
Pavement, North Parking Lot, see
attached sketch
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
06/02/12
06/22/12
3 105,580
3,730 2
3
2
6.00
28.27
06/20/12
06/26/12
7
3
3
6.00
28.27
06/20/12
06/26/12
7
3
4
6.00
28.27
06/20/12
07/17/12
28
3
5
6.00
28.27
06/20/12
07/17/12
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.: Bernardino Rojas
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 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.
CROOO1, 8- 27 -11, Revs Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Diameter
Area
Report Number: 94111246.0260
Date
Test Load
Strength Fracture
No.
ID
(in)
(sq in)
Received
Tested
Service Date: 06/19/12
(psi) Type
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
6.00
Dallas, TX 75247
Task:
06/22/12
214- 630 -1010 Reg No: F -3272
Client
Project
2
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
7
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
06/20/12
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1336 Plant: 95
Truck No.: 9113 Ticket No.: 564323711
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 3 -5
4.1 3 -6
96
89
149.6
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
06/19/12 Sample Time: 1420
Bernardino Rojas
Cloudy
340 Batch Size (cy): 10
Direct Discharge
10
0
See attached sketch
Pavement, North Parking Lot, see
attached sketch
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
06/20/12
06/22/12
3 116,810
4,130 1
4
2
6.00
28.27
06/20/12
06/26/12
7
4
3
6.00
28.27
06/20/12
06/26/12
7
4
4
6.00
28.27
06/20/12
07/17/12
28
4
5
6.00
28.27
06/20/12
07/17/12
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.: Bernardino Rojas
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 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.
CROOO1, 8- 27 -11, Revs Page 4 of 4
_j
_j
LLJ
0-0
0
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LA
216 sy
TEMPORARY ASPHALT
PER SHEET DT-1
ASPHALT ROADWAY
TERR TO BE ADDED CON REPORT No. PRIOR To CONSTRUCTION
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PHAqF
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
28 days
Report Number: 94111246.0263
06/21/12 Sample Time: 0745
Sampled By:
Bernardino Rojas
Mix ID: 1851
Service Date: 06/21/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
Supplier: Lattimore
Dallas, TX 75247
Task:
214 - 630 -1010 Reg No: F -3272
Client
Project
Plant:
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Truck No.: 7059
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500
psi (a�,
28 days
Sample Date:
06/21/12 Sample Time: 0745
Sampled By:
Bernardino Rojas
Mix ID: 1851
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
20 Batch Size (cy): 10
Batch Time: 0647
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 7059
Ticket No.:
564323828
Water Added Before (gal): 0
Water Added After (gal):
0
Field Test Data
Sample Location:
See attached sketch
Test
Result
Specification
Placement Location:
Pavement, see attached sketch
Slump (in):
3 1/2
3 - 5
Air Content ( %):
3.5
3 - 6
Concrete Temp. (F):
85
Ambient Temp. (F):
74
Plastic Unit Wt. (pcf):
150.0
Yield (Cu. Yds.):
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
06/22/12
06/25/12 4
137,520 4,860 4
1 2
6.00
28.27
06/22/12
06/28/12 7
1 3
6.00
28.27
06/22/12
06/28/12 7
1 4
6.00
28.27
06/22/12
07/19/12 28
1 5
6.00
28.27
06/22/12
07/19/12 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.: Bernardino Rojas
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 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.
CROOO1, 8- 27 -11, Revs Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
28 days
Report Number: 94111246.0263
06/21/12 Sample Time: 1100
Sampled By:
Bernardino Rojas
Mix ID: 1851
Service Date: 06/21/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
Supplier: Lattimore
Dallas, TX 75247
Task:
214 - 630 -1010 Reg No: F -3272
Client
Project
Plant:
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Truck No.: 1098
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500
psi (a�,
28 days
Sample Date:
06/21/12 Sample Time: 1100
Sampled By:
Bernardino Rojas
Mix ID: 1851
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
120 Batch Size (cy): 10
Batch Time: 1007
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 1098
Ticket No.:
264323856
Water Added Before (gal): 0
Water Added After (gal):
0
Field Test Data
Sample Location:
See attached sketch
Test
Result
Specification
Placement Location:
Pavement, see attached sketch
Slump (in):
4
3 - 5
Air Content ( %):
4.0
3 - 6
Concrete Temp. (F):
95
Ambient Temp. (F):
82
Plastic Unit Wt. (pcf):
148.0
Yield (Cu. Yds.):
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
06/22/12
06/25/12 4
128,220 4,540 5
2 2
6.00
28.27
06/22/12
06/28/12 7
2 3
6.00
28.27
06/22/12
06/28/12 7
2 4
6.00
28.27
06/22/12
07/19/12 28
2 5
6.00
28.27
06/22/12
07/19/12 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.: Bernardino Rojas
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 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.
CROOO1, 8-27-11, Revs Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
28 days
Report Number: 94111246.0263
06/21/12 Sample Time: 1415
Sampled By:
Bernardino Rojas
Mix ID: 1851
Service Date: 06/21/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
Supplier: Lattimore
Dallas, TX 75247
Task:
214 - 630 -1010 Reg No: F -3272
Client
Project
Plant:
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Truck No.: 7017
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500
psi (a�,
28 days
Sample Date:
06/21/12 Sample Time: 1415
Sampled By:
Bernardino Rojas
Mix ID: 1851
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
220 Batch Size (cy): 10
Batch Time: 1314
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 7017
Ticket No.:
564323877
Water Added Before (gal): 0
Water Added After (gal):
0
Field Test Data
Sample Location:
See attached sketch
Test
Result
Specification
Placement Location:
Pavement, see attached sketch
Slump (in):
41/2
3 - 5
Air Content ( %):
3.3
3 - 6
Concrete Temp. (F):
97
Ambient Temp. (F):
87
Plastic Unit Wt. (pcf):
149.2
Yield (Cu. Yds.):
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
06/22/12
06/25/12 4
104,150 3,680 4
3 2
6.00
28.27
06/22/12
06/28/12 7
3 3
6.00
28.27
06/22/12
06/28/12 7
3 4
6.00
28.27
06/22/12
07/19/12 28
3 5
6.00
28.27
06/22/12
07/19/12 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.: Bernardino Rojas
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 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.
CROOO1, 8- 27 -11, Revs Page 3 of 3
V ol,
0
<
LU
0
r- )
. .... .....
216 Sy
TEMPORARY 'ASPHALT
PER SHEET DT-1
ASPHALT ROADWAY
TO BE ADDED
PRIOR TO CONSTRUCTION-
qt
4-
PHAqF
LL
0
<
LU
0
r- )
. .... .....
216 Sy
TEMPORARY 'ASPHALT
PER SHEET DT-1
ASPHALT ROADWAY
TO BE ADDED
PRIOR TO CONSTRUCTION-
qt
4-
PHAqF
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0264
Service Date: 06/21/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
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: 15
Report No.: 94111246.0261
No. of Cylinders: 15
Services: Concrete cylinder pickup.
Terracon Rep.: Bernardino Rojas
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: ✓ r 4 e Z�Ai
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
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0262
Service Date: 06/20/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/26/12
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: 20
Report No.: 94111246.0260
No. of Cylinders: 20
Services: Concrete cylinder pickup.
Terracon Rep.: Bernardino Rojas
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: ✓ r 4 e Z�Ai
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