ST1002-LR120531SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0239
Service Date: 05/26/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/31/12
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.: 94111246.0236
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Christopher Amoah
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 Reviewed By: ✓ 4 e Z�Ai
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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: 94111246.0238
Service Date: 05/25/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/31/12
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.: 94111246.0234
No. of Cylinders: 4
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: 94111246.0235
Service Date: 05/24/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/31/12
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: 8
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0231
4
94111246.0232
4
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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Report Number: 94111246.0232
Bernardino Rojas
Weather Conditions:
Service Date: 05/23/12
Accumulative Yards:
8901 Carpenter Frwy. Suite 100
Report Date: 05/31/12
Direct Discharge
Dallas, TX 75247
Task:
Water Added After (gal):
214 - 630 -1010 Reg No: F -3272
Client
Project
Placement Location:
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
28.27
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
28.27
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,200 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1349 Plant: 1701
Truck No.: 7059 Ticket No.: 564322579
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
2 3 -5
3.0 3 -6
94
91
148.4
Sample Date:
05/23/12 Sample Time: 1434
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Inlet Sta. 8 +22
Placement Location:
Inlet Sta. 8 +42 & Sta. 8 +22
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
1
1
6.00
28.27
05/24/12
05/30/12
1
2
6.00
28.27
05/24/12
05/30/12
1
3
6.00
28.27
05/24/12
06/20/12
1
4
6.00
28.27
05/24/12
06/20/12
Comments:
Samples Made By: Terracon
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
7
138,570
4,900 2
7
135,800
4,800 2
Average (7 days)
4,850
28
28
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Report Number: 94111246.0231
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Service Date: 05/23/12
Load
8901 Carpenter Frwy. Suite 100
Report Date: 05/31/12
No. ID
Dallas, TX 75247
Task:
Received
214 - 630 -1010 Reg No: F -3272
Client
Project
(psi)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
05/24/12
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
1 2
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,000 psi (a�, 28 days
Mix ID: 1261
Supplier: Lattimore
Batch Time: 0647 Plant: 95
Truck No.: 5013 Ticket No.: 564322552
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
6.3 3 -6
79
75
142.0
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
05/23/12 Sample Time: 0735
Bernardino Rojas
Sunny
20 Batch Size (cy): 10
Direct Discharge
10
0
Sta. 2 +00
Sidewalk on Sta. 0 +5 Lthrough Sta.
3 +83
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
05/24/12
05/30/12
7
85,960
3,040
2
1 2
6.00
28.27
05/24/12
05/30/12
7
84,900
3,000
2
Average
(7 days)
3,020
1 3
6.00
28.27
05/24/12
06/20/12
28
1 4
6.00
28.27
05/24/12
06/20/12
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0229
Sunny
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 05/22/12
Sta. 8 +42
8901 Carpenter Frwy. Suite 100
Report Date: 05/31/12
Fracture
Dallas, TX 75247
Task:
(in)
214- 630 -1010 Reg No: F -3272
Client
Project
(days)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
1
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
108,570
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,200 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1343 Plant: 95
Truck No.: 1118 Ticket No.: 564322533
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
3.4 3 -6
95
91
146.8
Sample Date:
05/22/12 Sample Time: 1440
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 8 +42
Placement Location:
Inlets on Sta. 8 +42 & Sta. 8 +22
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
05/23/12
05/29/12
7
108,570
3,840
2
1
2
6.00
28.27
05/23/12
05/29/12
7
110,500
3,910
2
Average
(7 days)
3,880
1
3
6.00
28.27
05/23/12
06/19/12
28
1
4
6.00
28.27
05/23/12
06/19/12
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0228
Sunny
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 05/22/12
516 Bethel Road, Driveway
8901 Carpenter Frwy. Suite 100
Report Date: 05/31/12
Fracture
Dallas, TX 75247
Task:
(in)
214- 630 -1010 Reg No: F -3272
Client
Project
(days)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
1
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
110,690
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: 0851 Plant: 95
Truck No.: 3030 Ticket No.: 564322490
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
6.0 3 -6
83
79
142.4
Sample Date:
05/22/12 Sample Time: 0940
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
516 Bethel Road, Driveway
Placement Location:
Paving - 516 Bethel Road & 620
Fracture
Bethel Road, Driveways
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
05/23/12
05/29/12
7
110,690
3,920
2
1
2
6.00
28.27
05/23/12
05/29/12
7
109,800
3,880
2
Average
(7 days)
3,900
1
3
6.00
28.27
05/23/12
06/19/12
28
1
4
6.00
28.27
05/23/12
06/19/12
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 1 of 1
Material Information Sample Information
Specified Strength: 3,000
psi (a�,
28 days
Sample Date:
05/02/12 Sample Time: 1316
Age at Maximum
Compressive
Sampled By:
Randall Hollis
Mix ID: 1261
Area
Date
Weather Conditions:
Clear
Supplier: Lattimore
Fracture
No.
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1237
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 9140
Ticket No.:
63070127
Water Added Before (gal):
15
Field Test Data
05/07/12
5 100,740
Water Added After (gal):
0
1
2
6.00
Sample Location:
Sidewalk, in front of 456 Bethel Rd.
Test
Result
Specification
Placement Location:
Pavement, sidewalks from 448 to 456
Slump (in):
41/2
3 - 5
05/03/12
Bethel Rd.
Air Content ( %):
4.2
3 - 6
Concrete Temp. (F):
83
Average (7 days)
Ambient Temp. (F):
80
1
4
6.00
Plastic Unit Wt. (pcf):
148.0
05/30/12
28 131,650
4,660
Yield (Cu. Yds.):
1
5
6.00
28.27
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
05/03/12
05/07/12
5 100,740
3,560
5
1
2
6.00
28.27
05/03/12
05/09/12
7 111,370
3,940
2
1
3
6.00
28.27
05/03/12
05/09/12
7 107,880
3,820
2
Average (7 days)
3,880
1
4
6.00
28.27
05/03/12
05/30/12
28 131,650
4,660
2
1
5
6.00
28.27
05/03/12
05/30/12
28 142,050
5,020
2
Average (28 days)
4,840
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.: Randall Hollis
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 1 of 1