ST1002-LR120530CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0227
Sunny
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 05/21/12
Sta. 12 +11
8901 Carpenter Frwy. Suite 100
Report Date: 05/30/12
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
128,010
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: 1420 Plant: 95
Truck No.: 5013 Ticket No.: 564322460
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 3 -5
4.2 3 - 6
92
90
146.8
Sample Date:
05/21/12 Sample Time: 1505
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:
Sta. 12 +11
Placement Location:
Inlets at Sta. 12 +1 land Sta. 10 +67
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
05/22/12
05/28/12
7
128,010
4,530
4
1
2
6.00
28.27
05/22/12
05/28/12
7
125,890
4,450
4
Average
(7 days)
4,490
1
3
6.00
28.27
05/22/12
06/18/12
28
1
4
6.00
28.27
05/22/12
06/18/12
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0226
Sunny
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
5
Service Date: 05/21/12
Sta. 8 +00
8901 Carpenter Frwy. Suite 100
Report Date: 05/30/12
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
05/22/12
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: 0804 Plant: 95
Truck No.: 1098 Ticket No.: 564322415
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
6.1 3 -6
81
72
141.6
Sample Date:
05/21/12 Sample Time: 0855
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
5
Sample Location:
Sta. 8 +00
Placement Location:
Sidewalk, westbound Bethel Rd., Sta.
No. ID
6 +00 to Sta. 10 +60
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
05/22/12
05/28/12
7
89,700
3,170
5
1 2
6.00
28.27
05/22/12
05/28/12
7
88,700
3,140
6
Average
(7 days)
3,160
1 3
6.00
28.27
05/22/12
06/18/12
28
1 4
6.00
28.27
05/22/12
06/18/12
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 1 of 1
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0659 Plant: 95
Truck No.: 1098 Ticket No.: 63070074
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
3.0 3 -6
84
74
149.0
Sample Date:
05/01/12 Sample Time: 0803
Sampled By:
Randall Hollis
Weather Conditions:
Cloudy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
See placement location
Placement Location:
Pavement - parking approaches from
ID
448 - 456 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
05/02/12
05/05/12
4 114,220
4,040
4
1
2
6.00
28.27
05/02/12
05/08/12
7 129,110
4,570
2
1
3
6.00
28.27
05/02/12
05/08/12
7 123,620
4,370
2
Average (7 days)
4,470
1
4
6.00
28.27
05/02/12
05/29/12
28 146,290
5,170
2
1
5
6.00
28.27
05/02/12
05/29/12
28 153,990
5,450
2
Average (28 days)
5,310
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
Material Information Sample Information
Specified Strength: 4,200 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0258 Plant: 955
Truck No.: 9113 Ticket No.: 64321368
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
31/2 3 -5
4.0 3 -6
89
82
146.9
Sample Date:
04/30/12 Sample Time: 1609
Sampled By:
Randall Hollis
Weather Conditions:
Partly 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 - across from 516 W. 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
05/01/12
05/04/12
4 111,280
3,940
4
1
2
6.00
28.27
05/01/12
05/07/12
7 122,120
4,320
2
1
3
6.00
28.27
05/01/12
05/07/12
7 131,770
4,660
2
Average (7 days)
4,490
1
4
6.00
28.27
05/01/12
05/28/12
28 155,860
5,510
2
1
5
6.00
28.27
05/01/12
05/28/12
28 152,950
5,410
2
Average (28 days)
5,460
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
Material Information Sample Information
Specified Strength: 3,600 psi (a�, 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: 1046 Plant: 111
Truck No.: 118 Ticket No.: 1019694
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
31/2 3 -5
3.0 3 -6
87
81
146.7
Sample Date:
04/30/12 Sample Time: 1208
Sampled By:
Randall Hollis
Weather Conditions:
Cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
25
Water Added After (gal):
0
Sample Location:
Southbound lane on the N side of
Fracture
intersection
Placement Location:
Paving - intersection of S Coppell Rd
(sq in)
& W 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
05/01/12
05/04/12
4 90,770
3,210
3
1
2
6.00
28.27
05/01/12
05/07/12
7 105,960
3,750
4
1
3
6.00
28.27
05/01/12
05/07/12
7 106,520
3,770
1
Average (7 days)
3,760
1
4
6.00
28.27
05/01/12
05/28/12
28 133,900
4,740
2
1
5
6.00
28.27
05/01/12
05/28/12
28 127,420
4,510
2
Average (28 days)
4,630
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
Report Number: 94111246.0224
Bernardino Rojas
Weather Conditions:
Service Date: 05/18/12
Accumulative Yards:
8901 Carpenter Frwy. Suite 100
Report Date: 05/30/12
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: 1428 Plant: 95
Truck No.: 3012 Ticket No.: 564322319
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
31/2 3 -5
4.0 3 -6
90
88
145.6
Sample Date:
05/18/12 Sample Time: 1520
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:
See Placement Location
Placement Location:
Inlet (a�, Sta 9 +00
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
1
1
6.00
28.27
05/19/12
05/25/12
1
2
6.00
28.27
05/19/12
05/25/12
1
3
6.00
28.27
05/19/12
06/15/12
1
4
6.00
28.27
05/19/12
06/15/12
Comments:
Samples Made By: Terracon
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
7
121,000
4,280 4
7
117,430
4,150 2
Average (7 days)
4,220
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
Sampled By:
Bernardino Rojas
Report Number: 94111246.0222
Sunny
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Service Date: 05/18/12
Sta. 13 +00
8901 Carpenter Frwy. Suite 100
Report Date: 05/30/12
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
05/19/12
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: 0715 Plant: 95
Truck No.: 5033 Ticket No.: 564322272
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
5.9 3 -6
83
79
142.8
Sample Date:
05/18/12 Sample Time: 0920
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
Sta. 13 +00
Placement Location:
Sidewalk, eastbound W 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
05/19/12
05/25/12
7
74,480
2,630
2
1 2
6.00
28.27
05/19/12
05/25/12
7
73,850
2,610
6
Average
(7 days)
2,620
1 3
6.00
28.27
05/19/12
06/15/12
28
1 4
6.00
28.27
05/19/12
06/15/12
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: 4,200 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1510 Plant:
Truck No.: 5007 Ticket No.: 63070070
Field Test Data
Test Result Specification
Slump (in): 21/2 3 -5
Air Content ( %): 3.0 3 -6
Concrete Temp. (F): 87
Ambient Temp. (F): 88
Plastic Unit Wt. (pcf): 149.0
Yield (Cu. Yds.):
Sample Date:
04/27/12 Sample Time: 1550
Sampled By:
Kudret Aksu
Weather Conditions:
Clear, strong winds
Accumulative Yards:
7 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Line A (a�, Sta. 0 +80
Placement Location:
Inlet Walls, westbound Bethel Rd.
ID
Line A, Sta. 0 +80 and Line M, Sta.
(sq in)
1 +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
04/28/12
05/04/12
7 131,290
4,640
2
1
2
6.00
28.27
04/28/12
05/04/12
7 120,710
4,270
2
Average (7 days)
4,460
1
3
6.00
28.27
04/28/12
05/25/12
28 147,360
5,210
2
1
4
6.00
28.27
04/28/12
05/25/12
28 155,620
5,500
2
Average (28 days)
5,360
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.: Kudret Aksu
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: 4,000
psi (a�,
28 days
Sample Date:
04/27/12 Sample Time: 0800
Age at Maximum
Compressive
Sampled By:
Adam Wood
Mix ID: 1701
Area
Date
Weather Conditions:
Mostly cloudy
Supplier: Lattimore
Fracture
No.
Accumulative Yards:
20 Batch Size (cy): 10
Batch Time: 0717
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 9150
Ticket No.:
64321213
Water Added Before (gal):
10
Field Test Data
04/30/12
3 107,340
Water Added After (gal):
0
1
2
6.00
Sample Location:
Sta. 17 +50
Test
Result
Specification
Placement Location:
Pavement, Bethel Road (a�, Sta. 17 +75
Slump (in):
4
3 - 5
04/28/12
to Sta. 14 +00
Air Content ( %):
5.2
3 - 6
Concrete Temp. (F):
81
Average (7 days)
Ambient Temp. (F):
72
1
4
6.00
Plastic Unit Wt. (pcf):
145.2
05/25/12
28 143,740
5,080
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
04/28/12
04/30/12
3 107,340
3,800
5
1
2
6.00
28.27
04/28/12
05/04/12
7 134,790
4,770
4
1
3
6.00
28.27
04/28/12
05/04/12
7 130,920
4,630
2
Average (7 days)
4,700
1
4
6.00
28.27
04/28/12
05/25/12
28 143,740
5,080
2
1
5
6.00
28.27
04/28/12
05/25/12
28 156,140
5,520
1
Average (28 days)
5,300
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.: Adam Wood
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) 7R7 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 2
Material Information Sample Information
Specified Strength: 4,000
psi (a�,
28 days
Sample Date:
04/27/12 Sample Time: 1100
Age at Maximum
Compressive
Sampled By:
Adam Wood
Mix ID: 1701
Area
Date
Weather Conditions:
Mostly cloudy
Supplier: Lattimore
Fracture
No.
Accumulative Yards:
110 Batch Size (cy): 10
Batch Time: 0955
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 5028
Ticket No.:
64321234
Water Added Before (gal):
10
Field Test Data
04/30/12
3 114,730
Water Added After (gal):
0
2
2
6.00
Sample Location:
Sta. 15 +00
Test
Result
Specification
Placement Location:
Pavement, Bethel Road (a�, Sta. 17 +75
Slump (in):
41/4
3 - 5
04/28/12
to Sta. 14 +00
Air Content ( %):
4.9
3 - 6
Concrete Temp. (F):
84
Average (7 days)
Ambient Temp. (F):
78
2
4
6.00
Plastic Unit Wt. (pcf):
145.6
05/25/12
28 148,180
5,240
Yield (Cu. Yds.):
2
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
2
1
6.00
28.27
04/28/12
04/30/12
3 114,730
4,060
5
2
2
6.00
28.27
04/28/12
05/04/12
7 131,500
4,650
2
2
3
6.00
28.27
04/28/12
05/04/12
7 126,640
4,480
2
Average (7 days)
4,570
2
4
6.00
28.27
04/28/12
05/25/12
28 148,180
5,240
2
2
5
6.00
28.27
04/28/12
05/25/12
28 148,660
5,260
2
Average (28 days)
5,250
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.: Adam Wood
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 2 of 2
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0230
Service Date: 05/22/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/30/12
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
94111246.0226
4
94111246.0227
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: 94111246.0233
Service Date: 05/23/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/30/12
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.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0228
4
94111246.0229
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