ST1002-LR120314CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0081
Service Date: 03/05/12 8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12 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 @. 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0741 Plant: 95
Truck No.: 9114 Ticket No.: 564318181
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
3.7 3 -6
65
64
145.6
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
03/06/12
28.27
03/06/12
28.27
03/06/12
28.27
03/06/12
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at
Date
Test
Tested
(days)
03/09/12
4
03/12/12
7
04/02/12
28
04/02/12
28
03/05/12 Sample Time: 0840
Julio R. Perez
Sunny
60 Batch Size (cy): 10
Direct Discharge
10
0
12'N & 126'E from SW corner of
parking lott
Pavement, Parking Lot, SE of project
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
104,550
3,700 2
123,330
4,360 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.: Julio R. Perez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM 0231, 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.
CROOO I, 8- 27 -11, Rev.5 Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0081
Service Date: 03/05/12 8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12 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 @. 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0935 Plant: 95
Truck No.: 1098 Ticket No.: 564318197
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
3.5 3 -6
68
67
146.8
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
03/06/12
28.27
03/06/12
28.27
03/06/12
28.27
03/06/12
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at
Date
Test
Tested
(days)
03/09/12
4
03/12/12
7
04/02/12
28
04/02/12
28
03/05/12 Sample Time: 1030
Julio R. Perez
Sunny
120 Batch Size (cy): 10
Direct Discharge
10
0
10' N & 15'E from SW corner of
parking lot
Pavement, Parking Lot, SE side of
project
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
82,530
2,920 2
137,910
4,880 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.: Julio R. Perez
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 0231, 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.
CROOO I, 8- 27 -11, Rev.5 Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0082
Service Date: 03/05/12 8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12 Dallas, TX 75247
Task: 214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Project
Old Town Coppell & Bethel Road
#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 @. 28 days
Sample Date:
03/05/12 Sample Time:
Set
Sampled By:
Sampled by contractor
Mix ID:
Date
Weather Conditions:
Test
Supplier:
Strength
Accumulative Yards:
Batch Size (cy):
Batch Time:
Plant:
Placement Method:
Received
Truck No.:
Ticket No.:
Water Added Before (gal):
(psi)
Field Test Data
1
Water Added After (gal):
6.00
28.27
03/06/12
Sample Location:
Sta. 3 +39 & Sta. 4 +60
Test
Result Specification
Placement Location:
Inlet tops - Alley Paving
Slump (in):
6.00
28.27
03/06/12
Air Content ( %):
7
110,050
3,890
Concrete Temp. (F):
Ambient Temp. (F):
Average
Plastic Unit Wt. (pcf):
3,860
1
Yield (Cu. Yds.):
6.00
28.27
03/06/12
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
03/06/12
03/12/12
7
108,130
3,820
6
1
2
6.00
28.27
03/06/12
03/12/12
7
110,050
3,890
5
Average
(7 days)
3,860
1
3
6.00
28.27
03/06/12
04/02/12
28
1
4
6.00
28.27
03/06/12
04/02/12
28
Comments: Not tested for plastic unit weight.
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.: Francisco J. Morillo
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 C39, ASTM C1231
Reviewed By:
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.
CROOO I, 8- 27 -11, Rev.5 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0086
Service Date: 03/07/12 8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12 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: 4,500 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0637 Plant: 95
Truck No.: 5033 Ticket No.: 564318412
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
3.5 3 -6
73
61
145.2
Sample Date:
03/07/12 Sample Time: 0738
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy, windy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
W parking on Burnett @ Sta. 3 +25
Placement Location:
Pavement, W parking & driveway on
6.00
Burnett St. (a Sta. 1 +27 and Sta.
03/08/12
3 +55; E parking g Sta. 2 +70 - Sta.
5 121,520
3 +81; U -turn in @ Sta. 1 +64 - Sta.
1
2 +80; W parking g Sta. 0 +50 - Sta.
6.00
3 +77 on Main St.
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
03/08/12
03/12/12
5 121,520
4,300 2
1
2
6.00
28.27
03/08/12
03/14/12
7
1
3
6.00
28.27
03/08/12
03/14/12
7
1
4
6.00
28.27
03/08/12
04/04/12
28
1
5
6.00
28.27
03/08/12
04/04/12
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.: Juan Lopez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM 0231, 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.
CROOO I, 8- 27 -11, Rev.5 Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0086
Service Date: 03/07/12 8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12 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: 4,500 psi A 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0841 Plant: 95
Truck No.: 5007 Ticket No.: 564318429
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
4.4 3-6
69
63
143.6
Sample Date:
03/07/12 Sample Time: 0952
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy, windy
Accumulative Yards:
130 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
E parking on Main St. A Sta. 3 +33
Placement Location:
Pavement, W parking & driveway on
6.00
Burnett St. A Sta. 1 +27 and Sta.
03/08/12
3 +55; E parking A Sta. 2 +70 - Sta.
5 120,870
3 +81; U -turn in A Sta. 1 +64 - Sta.
2
2 +80; W parking A Sta. 0 +50 - Sta.
6.00
3 +77 on Main St.
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
03/08/12
03/12/12
5 120,870
4,280 2
2
2
6.00
28.27
03/08/12
03/14/12
7
2
3
6.00
28.27
03/08/12
03/14/12
7
2
4
6.00
28.27
03/08/12
04/04/12
28
2
5
6.00
28.27
03/08/12
04/04/12
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.: Juan Lopez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM 0231, 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.
CROOO I, 8- 27 -11, Rev.5 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0086
Service Date: 03/07/12 8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12 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: 4,500 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1017 Plant: 95
Truck No.: 9114 Ticket No.: 564318449
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
41/4 3 -5
3.5 3 -6
70
65
145.4
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/07/12 Sample Time: 1117
Juan Lopez
Cloudy, windy
210 Batch Size (cy): 10
Direct Discharge
10
0
U -turn lane on Main St. (d), Sta. 1 +70
Pavement, W parking & driveway on
Burnett St. (a Sta. 1 +27 and Sta.
3 +55; E parking g Sta. 2 +70 - Sta.
3 +81; U -turn in @ Sta. 1 +64 - Sta.
2 +80; W parking g Sta. 0 +50 - Sta.
3 +77 on Main St.
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
03/08/12
03/12/12
5 126,020
4,460 2
3
2
6.00
28.27
03/08/12
03/14/12
7
3
3
6.00
28.27
03/08/12
03/14/12
7
3
4
6.00
28.27
03/08/12
04/04/12
28
3
5
6.00
28.27
03/08/12
04/04/12
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.: Juan Lopez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed
(1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM 0231, 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
Report Number: 94111246.0086
Service Date: 03/07/12 8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12 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: 4,500 psi A 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1325 Plant: 95
Truck No.: 7069 Ticket No.: 62927786
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/07/12 Sample Time: 1851
Juan Lopez
Cloudy, windy
300 Batch Size (cy): 10
Direct Discharge
10
0
W parking on Main St. A Sta. 2 +22
Pavement, W parking & driveway on
Burnett St. A Sta. 1 +27 and Sta.
3 +55; E parking A Sta. 2 +70 - Sta.
3 +81; U -turn in A Sta. 1 +64 - Sta.
2 +80; W parking A Sta. 0 +50 - Sta.
3 +77 on Main St.
Result Specification
41/2 3 -5
4.5 3-6
75
71
143.9
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
03/05/12
03/12/12
5 121,790
4,310 2
4
2
6.00
28.27
03/08/12
03/14/12
7
4
3
6.00
28.27
03/08/12
03/14/12
7
4
4
6.00
28.27
03/08/12
04/04/12
28
4
5
6.00
28.27
03/08/12
04/04/12
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.: Juan Lopez
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 0231, 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.
CROOO I, 8- 27 -11, Rev.5 Page 4 of 4
SAMPLE PICK -UP REPORT
Report Number: 94111246.0085
Irerracon
Service Date: 03/06/12
8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12
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: 12
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0081
8
94111246.0082
4
Services: Concrete cylinder pickup.
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
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
SAMPLE PICK -UP REPORT
Report Number: 94111246.0089
Irerracon
Service Date: 03/08/12
8901 Carpenter Frwy. Suite 100
Report Date: 03/14/12
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: 24
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0086
20
94111246.0087
4
Services: Concrete cylinder pickup.
Terracon Rep.: Jesus 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: "�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