ST1002-LR120522Material Information Sample Information
Specified Strength: 3,000 psi (a�, 28 days
Mix ID: 1761
Supplier: Lattimore
Batch Time: 1155 Plant: 955
Truck No.: 5008 Ticket No.: 64320874
Field Test Data
Test Result Specification
Slump (in): 5 3 -5
Air Content ( %): 6.1 3 -6
Concrete Temp. (F): 81
Ambient Temp. (F): 76
Plastic Unit Wt. (pcf): 144.5
Yield (Cu. Yds.):
Sample Date:
04/19/12 Sample Time: 1253
Sampled By:
Randall Hollis
Weather Conditions:
Clear
Accumulative Yards:
14.5 Batch Size (cy): 4.5
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
NE corner of intersection
Placement Location:
Sidewalk (a�, NE & SE corners of
ID
intersection of S Coppell Rd. &
(sq in)
Bethel Rd.
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
04/20/12
04/23/12
4 73,460
2,600
1
1
2
6.00
28.27
04/20/12
04/26/12
7 112,700
3,990
3
1
3
6.00
28.27
04/20/12
04/26/12
7 104,800
3,710
6
Average (7 days)
3,850
1
4
6.00
28.27
04/20/12
05/17/12
28 126,140
4,460
2
1
5
6.00
28.27
04/20/12
05/17/12
28 123,360
4,360
2
Average (28 days)
4,410
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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Christopher Amoah
Report Number: 94111246.0205
Clear, windy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Service Date: 05/10/12
NW corner
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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
125,640
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: 1248 Plant: 95
Truck No.: 5002 Ticket No.: 63070178
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
4 3 -5
4.5 3 -6
88
80
149.4
Sample Date:
05/10/12 Sample Time: 1335
Sampled By:
Christopher Amoah
Weather Conditions:
Clear, windy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
NW corner
Placement Location:
Retail Alley Grate Inlet at Sta. 5 +79
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
05/11/12
05/17/12
7
125,640
4,440
4
1
2
6.00
28.27
05/11/12
05/17/12
7
124,890
4,420
4
Average
(7 days)
4,430
1
3
6.00
28.27
05/11/12
06/07/12
28
1
4
6.00
28.27
05/11/12
06/07/12
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.: Christopher Amoah
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:
Christopher Amoah
Report Number: 94111246.0206
Cloudy, windy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 05/10/12
At Bethel and Coppell intersection
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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
05/11/12
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: 1404 Plant: 952
Truck No.: 5005 Ticket No.: 62930858
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
4.0 3 -6
85
80
145.8
Sample Date:
05/10/12 Sample Time: 1450
Sampled By:
Christopher Amoah
Weather Conditions:
Cloudy, windy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
At Bethel and Coppell intersection
Placement Location:
Light pole bases on W bound Bethel
No. ID
Road from s Coppell to Main Street
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
05/11/12
05/17/12
7
100,100
3,540
2
1 2
6.00
28.27
05/11/12
05/17/12
7
99,860
3,530
5
Average
(7 days)
3,540
1 3
6.00
28.27
05/11/12
06/07/12
28
1 4
6.00
28.27
05/11/12
06/07/12
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.: Christopher Amoah
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: 4,500
psi (a�,
28 days
Sample Date:
05/11/12
Sample Time:
1040
Sampled By:
Albert Garcia
Mix ID: 2025
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
10
Batch Size (cy):
10
Batch Time: 0949
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 3012
Ticket No.:
64321996
Water Added Before (gal): 0
Water Added After (gal): 0
Field Test Data
Sample Location:
Southeast
corner of intersection
Test
Result
Specification
Placement Location:
Paving -
Bethel and Loch
Slump (in):
5
3 - 5
Air Content ( %):
5.0
3 - 6
Concrete Temp. (F):
82
Ambient Temp. (F):
78
Plastic Unit Wt. (pcf):
145.2
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
1 1
6.00
28.27
05/12/12
05/14/12 3
129,370
4,580
2
1 2
6.00
28.27
05/12/12
05/18/12 7
148,360
5,250
4
1 3
6.00
28.27
05/12/12
05/18/12 7
145,800
5,160
4
Average
(7 days)
5,210
1 4
6.00
28.27
05/12/12
06/08/12 28
1 5
6.00
28.27
05/12/12
06/08/12 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.: 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 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:
Albert Garcia
Report Number: 94111246.0209
Cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 05/11/12
300' S of Freeport
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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
123,210
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: 1335 Plant: 955
Truck No.: 3021 Ticket No.: 6432014
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
4 3 -5
4.5 3 -6
82
82
145.8
Sample Date:
05/11/12 Sample Time: 1430
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
300' S of Freeport
Placement Location:
Inlets, 516 Bethel Road and 300' S of
Fracture
Freeport
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
05/12/12
05/18/12
7
123,210
4,360
4
1
2
6.00
28.27
05/12/12
05/18/12
7
124,800
4,410
4
Average
(7 days)
4,390
1
3
6.00
28.27
05/12/12
06/08/12
28
1
4
6.00
28.27
05/12/12
06/08/12
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.: 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 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: 94111246.0213
Bernardino Rojas
Weather Conditions:
Service Date: 05/14/12
Accumulative Yards:
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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
12.57
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
12.57
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: 1422 Plant: 95
Truck No.: 1091 Ticket No.: 564322062
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
5 1/2 3 -5
4.0 3 -6
88
82
148.6
Sample Date:
05/14/12 Sample Time: 1520
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny, mostly cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet at Sta. 16 +47
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
1
1
4.00
12.57
05/15/12
05/21/12
1
2
4.00
12.57
05/15/12
05/21/12
1
3
4.00
12.57
05/15/12
06/11/12
1
4
4.00
12.57
05/15/12
06/11/12
1
5
4.00
12.57
05/15/12
06/11/12
Comments:
Samples Made By: Terracon
Age at Maximum Compressive
Test Load
Strength Fracture
(days) (lbs)
(psi) Type
7 48,990
3,900 2
7 50,120
3,990 4
Average (7 days)
3,950
28
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
Diameter
No.
Report Number: 94111246.0221
(in)
1
1
6.00
1
2
6.00
1
3
Service Date: 05/17/12
1
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
Placement Location:
Dallas, TX 75247
Task:
and S. Coppell Rd.
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: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0930 Plant: 95
Truck No.: 3030 Ticket No.: 564322196
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
5 1/2 3 -5
5.9 3 -6
90
82
144.4
Set
Specimen
Diameter
No.
ID
(in)
1
1
6.00
1
2
6.00
1
3
6.00
1
4
6.00
Comments:
Samples Made By: Terracon
Area
Date
(sq in)
Received
28.27
05/18/12
28.27
05/18/12
28.27
05/18/12
28.27
05/18/12
Sample Date:
05/17/12 Sample Time: 1030
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:
Bethel Rd. & S. Coppell Rd., NW
corner
Placement Location:
Paving - intersection of Bethel Rd.
and S. Coppell Rd.
Age at
Date
Test
Tested
(days)
05/21/12
4
05/24/12
7
06/14/12
28
06/14/12
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
103,210
3,650 2
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
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0216
Service Date: 05/15/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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: 5
Report No.: 94111246.0213
No. of Cylinders: 5
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: 94111246.0218
Service Date: 05/16/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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.: 94111246.0214
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: 94111246.0220
Service Date: 05/17/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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.: 94111246.0217
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: 94111246.0223
Service Date: 05/18/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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
94111246.0219
4
94111246.0221
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: 94111246.0225
Service Date: 05/19/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/22/12
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
94111246.0222
4
94111246.0224
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