ST1002-LR120417CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0753 Plant: 95
Truck No.: 7058 Ticket No.: 564318895
Field Test Data
Test Result Specification
Slump (in): 5 1/4 3 -5
Air Content ( %): 4.2 3 -6
Concrete Temp. (F): 73
Ambient Temp. (F): 68
Sample Date:
03/16/12 Sample Time: 0848
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
40 Batch Size (cy): 10
Placement Method:
Curb Machine
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Houston Street - Sta. 6 +25
Placement Location:
Paving - Houston Street, west bouund
ID
driveways, Sta. 6 +00 to 6 +50 and
(sq in)
Main Street, north bound driveways
Tested
from Sta. 0 +50 to 5 +00
Plastic Unit Wt. (pcf):
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) (ibs)
(psi)
Type
1
1
6.00
28.27
03/17/12
03/20/12
4 100,410
3,550
4
1
2
6.00
28.27
03/17/12
03/23/12
7 115,350
4,080
2
1
3
6.00
28.27
03/17/12
03/23/12
7 119,470
4,230
2
Average (7 days)
4,160
1
4
6.00
28.27
03/17/12
04/13/12
28 148,020
5,240
2
1
5
6.00
28.27
03/17/12
04/13/12
28 147,010
5,200
2
Average (28 days)
5,220
Comments:
Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn 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) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) 7R7 Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0936 Plant: 95
Truck No.: 9150 Ticket No.: 564318913
Field Test Data
Test Result Specification
Slump (in): 41/2 3 -5
Air Content ( %): 3.8 3 -6
Concrete Temp. (F): 74
Ambient Temp. (F): 73
Sample Date:
03/16/12 Sample Time: 1030
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Main Street - Sta. 5 +00
Placement Location:
Paving - Houston Street, west bouund
ID
driveways, Sta. 6 +00 to 6 +50 and
(sq in)
Main Street, north bound driveways
Tested
from Sta. 0 +50 to 5 +00
Plastic Unit Wt. (pcf):
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) (ibs)
(psi)
Type
2
1
6.00
28.27
03/19/12
03/20/12
4 114,910
4,060
2
2
2
6.00
28.27
03/19/12
03/23/12
7 125,970
4,460
2
2
3
6.00
28.27
03/19/12
03/23/12
7 129,520
4,580
2
Average (7 days)
4,520
2
4
6.00
28.27
03/19/12
04/13/12
28 148,800
5,260
2
2
5
6.00
28.27
03/19/12
04/13/12
28 152,640
5,400
2
Average (28 days)
5,330
Comments:
Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn 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) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) 7R7 Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1236 Plant: 95
Truck No.: 7069 Ticket No.: 562928161
Field Test Data
Test Result Specification
Slump (in): 4 3 -5
Air Content ( %): 4.4 3 -6
Concrete Temp. (F): 78
Ambient Temp. (F): 78
Sample Date:
03/16/12 Sample Time: 1330
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
230 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Main Street - Sta. 1 +25
Placement Location:
Paving - Houston Street, west bouund
ID
driveways, Sta. 6 +00 to 6 +50 and
(sq in)
Main Street, north bound driveways
Tested
from Sta. 0 +50 to 5 +00
Plastic Unit Wt. (pcf):
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) (ibs)
(psi)
Type
3
1
6.00
28.27
03/19/12
03/20/12
4 112,980
4,000
5
3
2
6.00
28.27
03/19/12
03/23/12
7 118,400
4,190
2
3
3
6.00
28.27
03/19/12
03/23/12
7 120,070
4,250
2
Average (7 days)
4,220
3
4
6.00
28.27
03/19/12
04/13/12
28 143,110
5,060
2
3
5
6.00
28.27
03/19/12
04/13/12
28 153,850
5,440
2
Average (28 days)
5,250
Comments:
Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn 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) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) 7R7 Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi (a,
28 days
Sample Date: 03/16/12 Sample Time: 1715
Sampled By: Adam Wood
Mix ID: 1851
Weather Conditions: Mostly cloudy
Supplier: Lattimore
Accumulative Yards: 310 Batch Size (cy): 10
Batch Time: 1632
Plant:
95
Placement Method: Direct Discharge
Truck No.: 9105
Ticket No.:
62928186
Water Added Before (gal): 15
Field Test Data
Water Added After (gal): 0
Sample Location: Main Street - Sta. 0 +50
Test
Result
Specification
Placement Location: Paving - Houston Street, west bouund
Slump (in):
53/4
3 -5
driveways, Sta. 6 +00 to 6 +50 and
Air Content ( %):
5.0
3 -6
Main Street, north bound driveways
Concrete Temp. (F):
76
from Sta. 0 +50 to 5 +00
Ambient Temp. (F):
77
Plastic Unit Wt. (pcf):
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) (ibs) (psi) Type
4 1
6.00
28.27 03/19/12
03/20/12 4 111,600 3,950 4
4 2
6.00
28.27 03/19/12
03/23/12 7 123,850 4,380 4
4 3
6.00
28.27 03/19/12
03/23/12 7 127,930 4,530 4
Average (7 days) 4,460
4 4
6.00
28.27 03/19/12
04/13/12 28 156,910 5,550 2
4 5
6.00
28.27 03/19/12
04/13/12 28 157,740 5,580 2
Average (28 days) 5,570
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn 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) 7R7 Paving LP, Emailed Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 3,600 psi (a, 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: 1052 Plant: 110
Truck No.: 3041 Ticket No.: 1995489
Field Test Data
Test Result Specification
Slump (in): 43/4 3-5
Air Content ( %): 5.5 3-6
Concrete Temp. (F): 76
Ambient Temp. (F): 73
Sample Date:
03/16/12 Sample Time: 1115
Sampled By:
Adain Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
Crockett St. (a, Sta 0 +50
Placement Location:
Pavement - Crockett Street
Plastic Unit Wt. (pcf):
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) (ibs)
(psi)
Type
1
1
6.00
28.27
03/19/12
03/23/12
7 101,350
3,590
2
1
2
6.00
28.27
03/19/12
03/23/12
7 94,210
3,330
2
Average (7 days)
3,460
1
3
6.00
28.27
03/19/12
04/13/12
28 128,790
4,560
1
1
4
6.00
28.27
03/19/12
04/13/12
28 117,550
4,160
2
Average (28 days)
4,360
Comments:
Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
Terracon Rep.: Adain 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) 7R7 Paving LP, Emailed Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, 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
Material Information Sample Information
Specified Strength: 4,200 psi (a,
28 days
Sample Date: 03/16/12 Sample Time:
1530
Sampled By: Adain Wood
Mix ID: 1701
Weather Conditions: Mostly cloudy
Supplier: Lattimore
Accumulative Yards: 5 Batch Size (cy):
5
Batch Time: 1426
Plant:
95
Placement Method: Direct Discharge
Truck No.: 9115
Ticket No.:
64318960
Water Added Before (gal): 10
Field Test Data
Water Added After (gal): 0
Sample Location: Cottage Alley (a, Sta. 1 +00
Test
Result
Specification
Placement Location: Inlet sides
Slump (in):
3 1/4
3-5
Air Content ( %):
3.3
3-6
Concrete Temp. (F):
78
Ambient Temp. (F):
80
Plastic Unit Wt. (pcf):
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) (ibs) (psi)
Type
1 1
6.00
28.27 03/19/12
03/23/12 7 127,480 4,510
4
1 2
6.00
28.27 03/19/12
03/23/12 7 124,060 4,390
4
Average (7 days) 4,450
1 3
6.00
28.27 03/19/12
04/13/12 28 161,600 5,720
1
1 4
6.00
28.27 03/19/12
04/13/12 28 155,230 5,490
4
Average (28 days) 5,610
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
Terracon Rep.: Adain 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) 7R7 Paving LP, Emailed Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, 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
Material Information Sample Information
Specified Strength: 4,500 psi @
28 days
Sample Date:
04/06/12 Sample Time: 0720
Age at
Maximum
Sampled By:
Randall Hollis
Mix ID: 1851
Specimen Diameter
Weather Conditions:
Clear
Supplier: Lattimore
Test
Load
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 0632
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 5013
Ticket No.:
564320211
Water Added Before (gal):
10
Field Test Data
1
6.00
Water Added After (gal):
0
04/10/12
4
117,840
Sample Location:
North side along Houston
Test
Result
Specification
Placement Location:
Paving - north parking on Houston
Slump (in):
41/2
3-5
between Hanuriond and Coppell road
Air Content ( %):
4.7
3-6
28.27
04/07/12
Concrete Temp. (F):
75
125,810
4,450
5
Ambient Temp. (F):
55
Plastic Unit Wt. (pcf):
146.3
(7 days)
4,490
Yield (Cu. Yds.):
4
6.00
28.27
04/07/12
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)
(ibs)
(psi)
Type
1
1
6.00
28.27
04/07/12
04/10/12
4
117,840
4,170
4
1
2
6.00
28.27
04/07/12
04/13/12
7
127,900
4,520
2
1
3
6.00
28.27
04/07/12
04/13/12
7
125,810
4,450
5
Average
(7 days)
4,490
1
4
6.00
28.27
04/07/12
05/04/12
28
1
5
6.00
28.27
04/07/12
05/04/12
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
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) 7R7 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
Material Information Sample Information
Specified Strength: 4,200 psi (a,
28 days
Sample Date:
04/06/12 Sample Time: 1513
Age at
Maximum
Sampled By:
Randall Hollis
Mix ID: 1701
Specimen Diameter
Weather Conditions:
Clear
Supplier: Lattimore
Test
Load
Accumulative Yards:
5 Batch Size (cy): 5
Batch Time: 1349
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 7037
Ticket No.:
262428005
Water Added Before (gal):
10
Field Test Data
1
6.00
Water Added After (gal):
0
04/10/12
4
111,380
Sample Location:
See placement location
Test
Result
Specification
Placement Location:
Inlet at Bethel and South Coppell
Slump (in):
3
3-5
4,150
4
Air Content ( %):
3.3
3-6
28.27
04/07/12
Concrete Temp. (F):
84
117,100
4,140
4
Ambient Temp. (F):
77
Plastic Unit Wt. (pcf):
147.3
(7 days)
4,150
Yield (Cu. Yds.):
4
6.00
28.27
04/07/12
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)
(ibs)
(psi)
Type
1
1
6.00
28.27
04/07/12
04/10/12
4
111,380
3,940
5
1
2
6.00
28.27
04/07/12
04/13/12
7
117,400
4,150
4
1
3
6.00
28.27
04/07/12
04/13/12
7
117,100
4,140
4
Average
(7 days)
4,150
1
4
6.00
28.27
04/07/12
05/04/12
28
1
5
6.00
28.27
04/07/12
05/04/12
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
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) 7R7 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
Material Information Sample Information
Specified Strength: 4,200 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1149 Plant: 955
Truck No.: 5033 Ticket No.: 64320305
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
43/4 3 -5
4.5 3-6
78
63
148.7
Sample Date:
04/09/12 Sample Time: 1230
Sampled By:
Christopher Amoah
Weather Conditions:
Cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
SW corner
Placement Location:
Storm Inlet (a, SE corner of S.
Fracture
Coppell Rd. and 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)
(ibs)
(psi)
Type
1
1
6.00
28.27
04/10/12
04/16/12
7
127,780
4,520
2
1
2
6.00
28.27
04/10/12
04/16/12
7
121,970
4,310
2
Average
(7 days)
4,420
1
3
6.00
28.27
04/10/12
05/07/12
28
1
4
6.00
28.27
04/10/12
05/07/12
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
Terracon Rep.: Christopher Amoah
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) 7R7 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
Material Information Sample Information
Specified Strength: 4,500 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0900 Plant: 955
Truck No.: 5028 Ticket No.: 64320406
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
4.2 3-6
85
70
146.7
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
1
1
6.00
1
2
6.00
1
3
6.00
1
4
6.00
Area
Date
(sq in)
Received
28.27
04/12/12
28.27
04/12/12
28.27
04/12/12
28.27
04/12/12
Sample Date:
04/11/12 Sample Time: 0950
Sampled By:
Christopher Amoah
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:
20' from Hammond on N Retail Alley
Placement Location:
Paving - North and South Retail
Alleys
Age at
Date
Test
Tested
(days)
04/18/12
7
04/18/12
7
05/09/12
28
05/09/12
28
Maximum Compressive
Load Strength Fracture
(lbs) (psi) Type
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
Terracon Rep.: Christopher Amoah
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) 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 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1047 Plant: 955
Truck No.: 7017 Ticket No.: 64320416
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 3 -5
4.2 3-6
85
75
144.7
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
1
6.00
2
2
6.00
2
3
6.00
2
4
6.00
Area
Date
(sq in)
Received
28.27
04/12/12
28.27
04/12/12
28.27
04/12/12
28.27
04/12/12
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at
Date
Test
Tested
(days)
04/18/12
7
04/18/12
7
05/09/12
28
05/09/12
28
04/11/12 Sample Time: 1150
Christopher Amoah
Clear
110 Batch Size (cy): 10
Direct Discharge
10
0
Center of North Retail Alley
Paving - North and South Retail
AlleysAlley
Maximum Compressive
Load Strength Fracture
(lbs) (psi) Type
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
Terracon Rep.: Christopher Amoah
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) 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 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi (a,
28 days
Sample Date:
04/11/12 Sample Time: 1510
Sampled By:
Christopher Amoah
Mix ID: 1851
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
210 Batch Size (cy): 10
Batch Time: 1356
Plant:
955
Placement Method:
Pump
Truck No.: 9141
Ticket No.:
62929187
Water Added Before (gal): 0
Water Added After (gal): 0
Field Test Data
Sample Location:
SE corner of South Retail Alley
Test
Result
Specification
Placement Location:
Paving - North and South Retail
Slump (in):
33/4
3-5
AlleysAlley
Air Content ( %):
4.2
3-6
Concrete Temp. (F):
85
Ambient Temp. (F):
80
Plastic Unit Wt. (pcf):
145.5
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)
(ibs) (psi) Type
3 1
6.00
28.27
04/12/12
04/13/12 2
92,970 3,290 6
3 2
6.00
28.27
04/12/12
04/14/12 3
116,040 4,100 5
3 3
6.00
28.27
04/12/12
04/18/12 7
3 4
6.00
28.27
04/12/12
05/09/12 28
3 5
6.00
28.27
04/12/12
05/09/12 28
3 6
6.00
28.27
04/12/12
06/06/12 56
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
sainples.
Terracon Rep.: Christopher Amoah
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) 7R7 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
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0153
Service Date: 04/10/12
8901 Carpenter Frwy. Suite 100
Report Date: 04/17/12
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.: 94111246.0152
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Michael Flute
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:
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 Inc