ST1002-LR120606CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Report Number: 94111246.0241
Bernardino Rojas
Weather Conditions:
Service Date: 05/29/12
Accumulative Yards:
8901 Carpenter Frwy. Suite 100
Report Date: 06/06/12
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: 1356 Plant: 95
Truck No.: 9140 Ticket No.: 564322713
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
21/2 3 -5
3.6 3 -6
94
92
146.0
Sample Date:
05/29/12 Sample Time: 1440
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See placement location
Placement Location:
Inlet at Sta. 5 +17
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
1
1
6.00
28.27
05/30/12
06/05/12
1
2
6.00
28.27
05/30/12
06/05/12
1
3
6.00
28.27
05/30/12
06/26/12
1
4
6.00
28.27
05/30/12
06/26/12
Comments:
Samples Made By: Terracon
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
7
137,950
4,880 2
7
135,800
4,800 2
Average (7 days)
4,840
28
28
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Bernardino Rojas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROOO1, 8- 27 -11, Revs Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Report Number: 94111246.0240
Age at
Maximum
Compressive
Set
Specimen Diameter
Area
Date
Service Date: 05/29/12
Test
8901 Carpenter Frwy. Suite 100
Report Date: 06/06/12
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
112,090
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: 0847 Plant: 95
Truck No.: 7059 Ticket No.: 564322670
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 3 -5
3.3 3 -6
85
76
148.8
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
05/29/12 Sample Time: 0945
Bernardino Rojas
Partly sunny
20 Batch Size (cy): 10
Direct Discharge
10
0
Sidewalk at Sta. 6 +40
Sidewalk, Travis Street at Sta. 6 +89
to Sta. 4 +66
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
05/30/12
06/05/12
7
112,090
3,960
2
1
2
6.00
28.27
05/30/12
06/05/12
7
114,200
4,040
2
Average
(7 days)
4,000
1
3
6.00
28.27
05/30/12
06/26/12
28
1
4
6.00
28.27
05/30/12
06/26/12
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
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0250
Service Date: 06/05/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/06/12
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.: 94111246.0248
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
Material Information Sample Information
Specified Strength: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0852 Plant: 955
Truck No.: 7017 Ticket No.: 64321761
Field Test Data
Test Result Specification
Slump (in): 4 3 -5
Air Content ( %): 5.0 3 -5
Concrete Temp. (F): 86
Ambient Temp. (F): 67
Plastic Unit Wt. (pcf): 147.0
Yield (Cu. Yds.):
Sample Date:
05/08/12 Sample Time:
Sampled By:
Randall Hollis
Weather Conditions:
Cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
460 Bethel Road
Placement Location:
Pavement, eastbound lane from 460
ID
Bethel Rd. to intersection (a�, Mitchell
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
05/09/12
05/12/12
4 133,580
4,720
2
1
2
6.00
28.27
05/09/12
05/15/12
7 141,530
5,010
2
1
3
6.00
28.27
05/09/12
05/15/12
7 148,940
5,270
2
Average (7 days)
5,140
1
4
6.00
28.27
05/09/12
06/05/12
28 156,250
5,530
2
1
5
6.00
28.27
05/09/12
06/05/12
28 157,810
5,580
2
Average (28 days)
5,560
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
(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 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 4
Material Information Sample Information
Specified Strength: 4,000
psi (a�, 28 days
Sample Date:
05/08/12 Sample Time:
Age at Maximum
Sampled By:
Randall Hollis
Mix ID: 1701
Specimen Diameter
Weather Conditions:
Cloudy
Supplier: Lattimore
Date
Accumulative Yards:
120 Batch Size (cy): 10
Batch Time: 1210
Plant: 955
Placement Method:
Direct Discharge
Truck No.: 9113
Ticket No.: 64321783
Water Added Before (gal):
15
Field Test Data
Type
Water Added After (gal):
0
6.00
28.27
Sample Location:
50 feet west of Mitchell on Bethel Road
Test
Result Specification
Placement Location:
Pavement, eastbound lane from 460
Slump (in):
41/2 3 -5
28.27
Bethel Rd. to intersection (a�, Mitchell
Air Content ( %):
6.0 3 -5
4,220
2
Concrete Temp. (F):
85
6.00
28.27
Ambient Temp. (F):
70
7 120,820
4,270
Plastic Unit Wt. (pcf):
148.5
Yield (Cu. Yds.):
Average (7 days)
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
05/09/12
05/12/12
4 114,790
4,060
1
2
2
6.00
28.27
05/09/12
05/15/12
7 119,370
4,220
2
2
3
6.00
28.27
05/09/12
05/15/12
7 120,820
4,270
2
Average (7 days)
4,250
2
4
6.00
28.27
05/09/12
06/05/12
28 144,820
5,120
2
2
5
6.00
28.27
05/09/12
06/05/12
28 140,460
4,970
2
Average (28 days)
5,050
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
(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 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 4
Material Information Sample Information
Specified Strength: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1344 Plant: 955
Truck No.: 3021 Ticket No.: 64321804
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
2 3 -5
4.5 3 -5
88
71
148.6
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
3
1
6.00
28.27
05/09/12
3
2
6.00
28.27
05/09/12
3
3
6.00
28.27
05/09/12
3
4
6.00
28.27
05/09/12
3
5
6.00
28.27
05/09/12
3
6
6.00
28.27
05/09/12
Sample Date:
05/08/12 Sample Time: 1442
Sampled By:
Randall Hollis
Weather Conditions:
Cloudy
Accumulative Yards:
200 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
516 Bethel Road
Placement Location:
Pavement, westbound lane, Bethel to
4,600
S Coppell Rd. to Hard Eight BBQ
Age at Maximum Compressive
Date
Test Load
Strength
Fracture
Tested
(days) (lbs)
(psi)
Type
05/10/12
2 87,070
3,080
5
05/11/12
3 113,880
4,030
4
05/15/12
7 130,130
4,600
2
05/15/12
7 125,860
4,450
2
Average (7 days)
4,530
06/05/12
28 167,280
5,920
1
06/05/12
28 166,000
5,870
2
Average (28 days)
5,900
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
(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 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 3 of 4
Material Information Sample Information
Specified Strength: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1530 Plant: 955
Truck No.: 9147 Ticket No.: 64321827
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
2 3 -5
3.4 3 -5
87
71
148.7
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
4
1
6.00
28.27
05/09/12
4
2
6.00
28.27
05/09/12
4
3
6.00
28.27
05/09/12
4
4
6.00
28.27
05/09/12
4
5
6.00
28.27
05/09/12
4
6
6.00
28.27
05/09/12
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
05/08/12 Sample Time: 1650
Randall Hollis
Cloudy
310 Batch Size (cy): 10
Direct Discharge
8
0
540 Bethel Road
Pavement, westbound lane, Bethel to
S Coppell Rd. to Hard Eight BBQ
Age at Maximum Compressive
Date
Test Load
Strength
Fracture
Tested
(days) (lbs)
(psi)
Type
05/11/12
3 119,940
4,240
4
05/12/12
4 129,320
4,570
5
05/15/12
7 152,990
5,410
2
05/15/12
7 156,890
5,550
2
Average (7 days)
5,480
06/05/12
28 176,230
6,230
2
06/05/12
28 175,330
6,200
2
Average (28 days)
6,220
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 4 of 4