ST1002-LR120330CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0073
Service Date: 03/01/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 Revision 1 - 28 -day results 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0648 Plant: 95
Truck No.: 7006 Ticket No.: 564317949
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
31/2 3 -5
4.0 3 -6
70
60
145.7
Yield (Cu. Yds.):
Sample Date:
03/01/12 Sample Time: 0740
Sampled By:
Jonathan S. Thomas
Weather Conditions:
Clear, light winds
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
East Main ?i, Sta. 5 +75
Placement Location:
Pavement, East Main & West Main
ID
Streets @ Sta. 0 +30 and Sta. 6 +00
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
03/02/12
03/08/12
7 137,920
4,880
4
1
2
6.00
28.27
03/02/12
03/08/12
7 145,460
5,150
5
Average (7 days)
5,020
1
3
6.00
28.27
03/02/12
03/29/12
28 185,030
6,540
2
1
4
6.00
28.27
03/02/12
03/29/12
28 175,930
6,220
2
Average (28 days)
6,380
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.: Jonathan S. Thomas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0073
Service Date: 03/01/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 Revision 1 - 28 -day results 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0825 Plant: 95
Truck No.: 3030 Ticket No.: 5643147962
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
43/4 3 -5
4.2 3 -6
71
65
145.7
Yield (Cu. Yds.):
Sample Date:
03/01/12 Sample Time: 0905
Sampled By:
Jonathan S. Thomas
Weather Conditions:
Clear, light winds
Accumulative Yards:
150 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
East Main ?i, Sta. 2 +25
Placement Location:
Pavement, East Main & West Main
ID
Streets @ Sta. 0 +30 and Sta. 6 +00
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
03/02/12
03/08/12
7 113,190
4,000
5
2
2
6.00
28.27
03/02/12
03/08/12
7 121,500
4,300
5
Average (7 days)
4,150
2
3
6.00
28.27
03/02/12
03/29/12
28 145,400
5,140
2
2
4
6.00
28.27
03/02/12
03/29/12
28 137,060
4,850
2
Average (28 days)
5,000
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.: Jonathan S. Thomas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0073
Service Date: 03/01/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 Revision 1 - 28 -day results 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0934 Plant: 95
Truck No.: 3030 Ticket No.: 564317974
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5 3 -5
4.1 3 -6
71
66
145.6
Yield (Cu. Yds.):
Sample Date:
03/01/12 Sample Time: 1005
Sampled By:
Jonathan S. Thomas
Weather Conditions:
Clear, light winds
Accumulative Yards:
240 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
East Main ?i, Sta. 0 +15
Placement Location:
Pavement, East Main & West Main
ID
Streets @ Sta. 0 +30 and Sta. 6 +00
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
03/02/12
03/08/12
7 129,270
4,570
5
3
2
6.00
28.27
03/02/12
03/08/12
7 127,600
4,510
5
Average (7 days)
4,540
3
3
6.00
28.27
03/02/12
03/29/12
28 150,630
5,330
5
3
4
6.00
28.27
03/02/12
03/29/12
28 151,580
5,360
2
Average (28 days)
5,350
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.: Jonathan S. Thomas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0073
Service Date: 03/01/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 Revision 1 - 28 -day results 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1117 Plant: 95
Truck No.: 5030 Ticket No.: 564317992
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 1/2 3 -5
4.4 3 -6
75
70
145.2
Yield (Cu. Yds.):
Sample Date:
03/01/12 Sample Time: 1200
Sampled By:
Jonathan S. Thomas
Weather Conditions:
Clear, light winds
Accumulative Yards:
360 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
West Main (' i Sta. 4 +50
Placement Location:
Pavement, East Main & West Main
ID
Streets @ Sta. 0 +30 and Sta. 6 +00
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
03/02/12
03/08/12
7 120,830
4,270
2
4
2
6.00
28.27
03/02/12
03/08/12
7 109,910
3,890
5
Average (7 days)
4,080
4
3
6.00
28.27
03/02/12
03/29/12
28 143,810
5,090
5
4
4
6.00
28.27
03/02/12
03/29/12
28 142,560
5,040
2
Average (28 days)
5,070
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.: Jonathan S. Thomas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROOO1, 8- 27 -11, Revs Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0073
Service Date: 03/01/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 Revision 1 - 28 -day results 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1143 Plant: 95
Truck No.: 7057 Ticket No.: 62927324
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.2 3 -6
90
75
145.4
Yield (Cu. Yds.):
Sample Date:
03/01/12 Sample Time: 1230
Sampled By:
Jonathan S. Thomas
Weather Conditions:
Clear, light winds
Accumulative Yards:
420 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
West Main (' i Sta. 1 +75
Placement Location:
Pavement, East Main & West Main
ID
Streets @ Sta. 0 +30 and Sta. 6 +00
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
6.00
28.27
03/02/12
03/08/12
7 120,440
4,260
4
2
6.00
28.27
03/02/12
03/08/12
7 111,700
3,950
5
Average (7 days)
4,110
3
6.00
28.27
03/02/12
03/29/12
28 143,180
5,060
2
5
4
6.00
28.27
03/02/12
03/29/12
28 147,650
5,220
2
Average (28 days)
5,140
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.: Jonathan S. Thomas
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 0143, ASTM C172, ASTM C231, ASTM 01064, 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 5 of 5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0075
Service Date: 03/01/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 Revision 1 - 28 -day results 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 Nurnber: 94111246
Material Information Sample Information
Specified Strength: 3,500 psi a 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: 1027 Plant: 111
Truck No.: 3448 Ticket No.: 1987642
Field Test Data
Test Result Specification
Slump (in): 6 3 -5
Air Content ( %): 4.0 3 -6
Concrete Temp. (F): 75
Ambient Temp. (F): 70
Sample Date:
03/01/12 Sample Time: 1130
Sampled By:
Jonathan S. Thomas
Weather Conditions:
Clear, light winds
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
20
Water Added After (gal):
0
Sample Location:
Houston St. n Sta. 5 +00
Placement Location:
Crosswalks n. Houston St. and Main
ID
St.
Plastic Unit Wt. (pcf): 145.4
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
03/02/12
03/08/12
7 84,720
3,000
2
1
2
6.00
28.27
03/02/12
03/08/12
7 87,120
3,080
5
Average (7 days)
3,040
1
3
6.00
28.27
03/02/12
03/29/12
28 102,230
3,620
1
1
4
6.00
28.27
03/02/12
03/29/12
28 108,360
3,830
2
Average (28 days)
3,730
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.: Jonathan S. Thomas
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 0143, ASTM C172, ASTM C231, ASTM 01064, 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: 94111246.0076
Service Date: 03/01/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 Revision 1 - 28 -day results 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1346 Plant: 950
Truck No.: 7008 Ticket No.: 564318013
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.0 3 -6
80
75
145.2
Yield (Cu. Yds.):
Sample Date:
03/01/12 Sample Time: 1430
Sampled By:
Jonathan S. Thomas
Weather Conditions:
Clear, light winds
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet Boxes in alley Sta. 0 +72, Sta.
ID
3 +39, and Sta. 4 +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
03/02/12
03/08/12
7 125,110
4,430
5
1
2
6.00
28.27
03/02/12
03/08/12
7 115,510
4,090
5
Average (7 days)
4,260
1
3
6.00
28.27
03/02/12
03/29/12
28 150,440
5,320
2
1
4
6.00
28.27
03/02/12
03/29/12
28 154,700
5,470
5
Average (28 days)
5,400
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.: Jonathan S. Thomas
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 0143, ASTM C172, ASTM C231, ASTM 01064, 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: 94111246.0121
Service Date: 03/26/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 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:
0647
Truck No.:
7008
Plant: 955
Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/2 3 -5
4.3 3 -6
74
60
146.8
Sample Date:
03/26/12 Sample Time: 0738
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Alley - Sta. 2 +15
Placement Location:
Paving - Alley south of Crockett, Sta.
1
0 +00 to 2 +50 and Parking along the
6.00
north side of Houston Street from Sta.
03/27/12
0 +00 to 5 +00
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
03/27/12
03/30/12
4 113,740
4,020
4
1
2
6.00
28.27
03/27/12
04/02/12
7
1
3
6.00
28.27
03/27/12
04/02/12
7
1
4
6.00
28.27
03/27/12
04/23/12
28
1
5
6.00
28.27
03/27/12
04/23/12
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.: Jonathan O'Connor
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROOO1, 8- 27 -11, Revs Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0121
Service Date: 03/26/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 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: 0835 Plant: 955
Truck No.: 1120 Ticket No.: 64319368
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
4.4 3 -6
76
60
14.0
Sample Date:
03/26/12 Sample Time: 0944
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
100 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Houston parking Sta. 3 +35
Placement Location:
Paving - Alley south of Crockett, Sta.
6.00
0 +00 to 2 +50 and Parking along the
03/27/12
north side of Houston Street from Sta.
4 110,940
0 +00 to 5 +00
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
03/27/12
03/30/12
4 110,940
3,920 5
2
2
6.00
28.27
03/27/12
04/02/12
7
2
3
6.00
28.27
03/27/12
04/02/12
7
2
4
6.00
28.27
03/27/12
04/23/12
28
2
5
6.00
28.27
03/27/12
04/23/12
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.: Jonathan O'Connor
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROOO1, 8- 27 -11, Revs Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0121
Service Date: 03/26/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 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: 1038 Plant: 955
Truck No.: 7058 Ticket No.: 64319385
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
4 1/2 3 -5
4.4 3 -6
83
68
145.2
Sample Date:
03/26/12 Sample Time: 1138
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
200 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
8
Water Added After (gal):
0
Sample Location:
Houston parking Sta. 1 +25
Placement Location:
Paving - Alley south of Crockett, Sta.
6.00
0 +00 to 2 +50 and Parking along the
03/27/12
north side of Houston Street from Sta.
4 114,950
0 +00 to 5 +00
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
03/27/12
03/30/12
4 114,950
4,070 4
3
2
6.00
28.27
03/27/12
04/02/12
7
3
3
6.00
28.27
03/27/12
04/02/12
7
3
4
6.00
28.27
03/27/12
04/23/12
28
3
5
6.00
28.27
03/27/12
04/23/12
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.: Jonathan O'Connor
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 0143, ASTM C172, ASTM C231, ASTM 01064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROOO1, 8- 27 -11, Revs Page 3 of 3
SAMPLE PICK -UP REPORT
Report Number: 94111246.0122
Irerracon
Service Date: 03/26/12
8901 Carpenter Frwy. Suite 100
Report Date: 03/30/12
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: 15
Report No.: 94111246.0119
No. of Cylinders: 15
Services: Concrete cylinder pickup.
Terracon Rep.: Jonathan O'Connor
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:
(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 sa
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0123
Service Date: 03/26/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/30/12 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: 3,600 psi a 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: Plant: 125
Truck No.: 7097 Ticket No.: 1998653
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
5.8 3 -6
84
74
143.5
Sample Date:
03/26/12 Sample Time: 1308
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
South side of crosswalk
Placement Location:
Paving - crosswalk a intersection of
6.00
Bethel and South Coppell
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
03/27/12
03/29/12
3 88,490
3,130 5
1
2
6.00
28.27
03/27/12
04/02/12
7
1
3
6.00
28.27
03/27/12
04/02/12
7
1
4
6.00
28.27
03/27/12
04/23/12
28
1
5
6.00
28.27
03/27/12
04/23/12
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.: Jonathan O'Connor
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 0143, ASTM C172, ASTM C231, ASTM 01064, 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
Report Number: 94111246.0128
Irerracon
Service Date: 03/27/12
8901 Carpenter Frwy. Suite 100
Report Date: 03/30/12
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: 20
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0121
15
94111246.0123
5
Services: Concrete cylinder pickup.
Terracon Rep.: Jonathan O'Connor
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:
(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 sa