ST1002-LR120720Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1121 Plant: 185
Truck No.: 3030 Ticket No.: 5643234630
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
3.7 3 -6
95
91
148.8
Sample Date:
06/22/12 Sample Time: 1210
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
30 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:
Paving - Approach at Houston Street
ID
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
06/23/12
06/29/12
7 144,540
5,110
2
1
2
6.00
28.27
06/23/12
06/29/12
7 143,630
5,080
2
Average (7 days)
5,100
1
3
6.00
28.27
06/23/12
07/20/12
28 167,910
5,940
2
1
4
6.00
28.27
06/23/12
07/20/12
28 162,810
5,760
2
Average (28 days)
5,850
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.: 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: 0647 Plant: 95
Truck No.: 7059 Ticket No.: 564323828
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
3.5 3 -6
85
74
150.0
Sample Date:
06/21/12 Sample Time: 0745
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, see attached sketch
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
06/22/12
06/25/12
4 137,520
4,860
4
1
3
6.00
28.27
06/22/12
06/28/12
7 148,720
5,260
2
1
4
6.00
28.27
06/22/12
06/28/12
7 150,400
5,320
2
Average (7 days)
5,290
1
2
6.00
28.27
06/22/12
07/19/12
28 175,160
6,200
2
1
5
6.00
28.27
06/22/12
07/19/12
28 174,310
6,170
2
Average (28 days)
6,190
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.: 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
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 3
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1007 Plant: 95
Truck No.: 1098 Ticket No.: 264323856
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
4.0 3 -6
95
82
148.0
Sample Date:
06/21/12 Sample Time: 1100
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, see attached sketch
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
06/22/12
06/25/12
4 128,220
4,540
5
2
2
6.00
28.27
06/22/12
06/28/12
7 133,490
4,720
2
2
4
6.00
28.27
06/22/12
06/28/12
7 135,880
4,810
4
Average (7 days)
4,770
2
3
6.00
28.27
06/22/12
07/19/12
28 159,340
5,640
2
2
5
6.00
28.27
06/22/12
07/19/12
28 148,810
5,260
2
Average (28 days)
5,450
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.: 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
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 3
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1314 Plant: 95
Truck No.: 7017 Ticket No.: 564323877
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
41/2 3 -5
3.3 3 -6
97
87
149.2
Sample Date:
06/21/12 Sample Time: 1415
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
220 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, see attached sketch
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
06/22/12
06/25/12
4 104,150
3,680
4
3
2
6.00
28.27
06/22/12
06/28/12
7 136,300
4,820
2
3
4
6.00
28.27
06/22/12
06/28/12
7 137,800
4,870
2
Average (7 days)
4,850
3
3
6.00
28.27
06/22/12
07/19/12
28 150,430
5,320
2
3
5
6.00
28.27
06/22/12
07/19/12
28 158,270
5,600
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.: 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 3 of 3
V ol,
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. .... .....
216 Sy
TEMPORARY 'ASPHALT
PER SHEET DT-1
ASPHALT ROADWAY
TO BE ADDED
PRIOR TO CONSTRUCTION-
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216 Sy
TEMPORARY 'ASPHALT
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ASPHALT ROADWAY
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Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0706 Plant: 95
Truck No.: 7059 Ticket No.: 564323733
Field Test Data
Test Result Specification
Slump (in): 3 1/2 3 -5
Air Content ( %): 3.6 3 -6
Concrete Temp. (F): 86
Ambient Temp. (F): 77
Plastic Unit Wt. (pcf): 150.0
Yield (Cu. Yds.):
Sample Date:
06/20/12 Sample Time: 0805
Sampled By:
Bernardino Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
40 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, Parking Lot, see attached
ID
sketch
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
06/21/12
06/23/12
3 132,330
4,680
4
1
2
6.00
28.27
06/21/12
06/27/12
7 141,850
5,020
2
1
3
6.00
28.27
06/21/12
06/27/12
7 142,890
5,050
2
Average (7 days)
5,040
1
4
6.00
28.27
06/21/12
07/18/12
28 166,290
5,880
4
1
5
6.00
28.27
06/21/12
07/18/12
28 162,870
5,760
4
Average (28 days)
5,820
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.: 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
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 3
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0916 Plant: 95
Truck No.: 9150 Ticket No.: 564323750
Field Test Data
Test Result Specification
Slump (in): 5 1/2 3 -5
Air Content ( %): 3.5 3 -6
Concrete Temp. (F): 88
Ambient Temp. (F): 81
Plastic Unit Wt. (pcf): 149.2
Yield (Cu. Yds.):
Sample Date:
06/20/12 Sample Time: 1025
Sampled By:
Bernardino Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, Parking Lot, see attached
ID
sketch
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
06/21/12
06/23/12
3 104,820
3,710
5
2
2
6.00
28.27
06/21/12
06/27/12
7 118,190
4,180
5
2
3
6.00
28.27
06/21/12
06/27/12
7 122,480
4,330
4
Average (7 days)
4,260
2
4
6.00
28.27
06/21/12
07/18/12
28 143,390
5,070
2
2
5
6.00
28.27
06/21/12
07/18/12
28 136,940
4,840
2
Average (28 days)
4,960
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.: 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
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 3
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1345 Plant: 95
Truck No.: 3011 Ticket No.: 564323788
Field Test Data
Test Result Specification
Slump (in): 5 3 -5
Air Content ( %): 3.3 3 -6
Concrete Temp. (F): 95
Ambient Temp. (F): 88
Plastic Unit Wt. (pcf): 147.2
Yield (Cu. Yds.):
Sample Date:
06/20/12 Sample Time: 1435
Sampled By:
Bernardino Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
230 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Pavement, Parking Lot, see attached
ID
sketch
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
06/21/12
06/23/12
3 118,630
4,200
4
3
2
6.00
28.27
06/21/12
06/27/12
7 136,390
4,820
4
3
3
6.00
28.27
06/21/12
06/27/12
7 134,890
4,770
4
Average (7 days)
4,800
3
4
6.00
28.27
06/21/12
07/18/12
28 153,000
5,410
2
3
5
6.00
28.27
06/21/12
07/18/12
28 155,470
5,500
5
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.: 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 3 of 3
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