ST1002-LR120627Material 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 Result Specification
Slump (in): 21/2 3 -5
Air Content ( %): 3.6 3 -6
Concrete Temp. (F): 94
Ambient Temp. (F): 92
Plastic Unit Wt. (pcf): 146.0
Yield (Cu. Yds.):
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
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
7 137,950
4,880
2
1
2
6.00
28.27
05/30/12
06/05/12
7 135,800
4,800
2
Average (7 days)
4,840
1
3
6.00
28.27
05/30/12
06/26/12
28 168,710
5,970
5
1
4
6.00
28.27
05/30/12
06/26/12
28 162,440
5,750
4
Average (28 days)
5,860
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
Sample Date:
06/19/12 Sample Time:
0810
Sampled By:
Bernardino Rojas
Mix ID: 1851
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
50 Batch Size (cy):
10
Batch Time: 0713
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 9150
Ticket No.:
564323671
Water Added Before (gal): 0
Water Added After (gal): 10
Field Test Data
Sample Location:
See attached sketch
Test
Result
Specification
Placement Location:
Pavement, North Parking Lot, see
Slump (in):
41/2
3 -5
attached sketch
Air Content ( %):
4.2
3 -6
Concrete Temp. (F):
86
Ambient Temp. (F):
75
Plastic Unit Wt. (pcf):
150.4
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
06/20/12
06/22/12 3
135,710 4,800
2
1 2
6.00
28.27
06/20/12
06/26/12 7
162,780 5,760
4
1 3
6.00
28.27
06/20/12
06/26/12 7
158,960 5,620
4
Average
(7 days) 5,690
1 4
6.00
28.27
06/20/12
07/17/12 28
1 5
6.00
28.27
06/20/12
07/17/12 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
(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: 4,500
psi (a�,
28 days
Sample Date:
06/19/12 Sample Time: 0905
Age at
Maximum
Compressive
Sampled By:
Bernardino Rojas
Mix ID: 1851
Area
Weather Conditions:
Cloudy
Supplier: Lattimore
Load
Strength
Accumulative Yards:
120 Batch Size (cy): 10
Batch Time: 0828
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 5033
Ticket No.:
564323677
Water Added Before (gal):
10
Field Test Data
6.00
28.27
Water Added After (gal):
0
3
134,010
4,740
Sample Location:
See attached sketch
Test
Result
Specification
Placement Location:
Pavement, North Parking Lot, see
Slump (in):
5 1/2
3 -5
1
attached sketch
Air Content ( %):
4.0
3 -6
06/20/12
06/26/12
Concrete Temp. (F):
92
5,480
4
Ambient Temp. (F):
77
Plastic Unit Wt. (pcf):
151.3
5,440
2
Yield (Cu. Yds.):
6.00
28.27
06/20/12
07/17/12
Laboratory Test Data
Age at
Maximum
Compressive
Set
Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No.
ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
2
1
6.00
28.27
06/20/12
06/22/12
3
134,010
4,740
2
2
2
6.00
28.27
06/20/12
06/26/12
7
152,350
5,390
1
2
3
6.00
28.27
06/20/12
06/26/12
7
154,800
5,480
4
Average
(7 days)
5,440
2
4
6.00
28.27
06/20/12
07/17/12
28
2
5
6.00
28.27
06/20/12
07/17/12
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
(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: 4,500
psi (a�,
28 days
Sample Date:
06/19/12 Sample Time: 1130
Age at
Maximum
Compressive
Sampled By:
Bernardino Rojas
Mix ID: 1851
Area
Weather Conditions:
Cloudy
Supplier: Lattimore
Load
Strength
Accumulative Yards:
230 Batch Size (cy): 10
Batch Time: 1037
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 3012
Ticket No.:
564323693
Water Added Before (gal):
10
Field Test Data
6.00
28.27
Water Added After (gal):
0
3
105,580
3,730
Sample Location:
See attached sketch
Test
Result
Specification
Placement Location:
Pavement, North Parking Lot, see
Slump (in):
6
3 -5
2
attached sketch
Air Content ( %):
5.5
3 -6
06/20/12
06/26/12
Concrete Temp. (F):
93
4,520
4
Ambient Temp. (F):
84
Plastic Unit Wt. (pcf):
144.8
4,510
3
Yield (Cu. Yds.):
6.00
28.27
06/20/12
07/17/12
Laboratory Test Data
Age at
Maximum
Compressive
Set
Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No.
ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
3
1
6.00
28.27
06/02/12
06/22/12
3
105,580
3,730
2
3
2
6.00
28.27
06/20/12
06/26/12
7
126,990
4,490
2
3
3
6.00
28.27
06/20/12
06/26/12
7
127,800
4,520
4
Average
(7 days)
4,510
3
4
6.00
28.27
06/20/12
07/17/12
28
3
5
6.00
28.27
06/20/12
07/17/12
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
(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: 4,500
psi (a�,
28 days
Sample Date:
06/19/12 Sample Time: 1420
Age at
Maximum
Compressive
Sampled By:
Bernardino Rojas
Mix ID: 1851
Area
Weather Conditions:
Cloudy
Supplier: Lattimore
Load
Strength
Accumulative Yards:
340 Batch Size (cy): 10
Batch Time: 1336
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 9113
Ticket No.:
564323711
Water Added Before (gal):
10
Field Test Data
6.00
28.27
Water Added After (gal):
0
3
116,810
4,130
Sample Location:
See attached sketch
Test
Result
Specification
Placement Location:
Pavement, North Parking Lot, see
Slump (in):
5
3 -5
2
attached sketch
Air Content ( %):
4.1
3 -6
06/20/12
06/26/12
Concrete Temp. (F):
96
5,080
2
Ambient Temp. (F):
89
Plastic Unit Wt. (pcf):
149.6
5,050
4
Yield (Cu. Yds.):
6.00
28.27
06/20/12
07/17/12
Laboratory Test Data
Age at
Maximum
Compressive
Set
Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No.
ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
4
1
6.00
28.27
06/20/12
06/22/12
3
116,810
4,130
1
4
2
6.00
28.27
06/20/12
06/26/12
7
141,500
5,010
2
4
3
6.00
28.27
06/20/12
06/26/12
7
143,720
5,080
2
Average
(7 days)
5,050
4
4
6.00
28.27
06/20/12
07/17/12
28
4
5
6.00
28.27
06/20/12
07/17/12
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 4 of 4
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Material Information Sample Information
Specified Strength: 3,000
psi (a�,
28 days
Sample Date:
05/29/12 Sample Time: 0945
Age at Maximum
Compressive
Sampled By:
Bernardino Rojas
Mix ID: 1261
Area
Date
Weather Conditions:
Partly sunny
Supplier: Lattimore
Fracture
No.
Accumulative Yards:
20 Batch Size (cy): 10
Batch Time: 0847
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 7059
Ticket No.:
564322670
Water Added Before (gal):
10
Field Test Data
06/05/12
7 112,090
Water Added After (gal):
0
1
2
6.00
Sample Location:
Sidewalk at Sta. 6 +40
Test
Result
Specification
Placement Location:
Sidewalk, Travis Street at Sta. 6 +89
Slump (in):
3
3 - 5
to Sta. 4 +66
Air Content ( %):
3.3
3 - 6
1
3
Concrete Temp. (F):
85
05/30/12
06/26/12
28 135,600
Ambient Temp. (F):
76
1
4
6.00
Plastic Unit Wt. (pcf):
148.8
06/26/12
28 132,330
4,680
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
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
28 135,600
4,800
5
1
4
6.00
28.27
05/30/12
06/26/12
28 132,330
4,680
5
Average (28 days)
4,740
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