ST1002-LR120421CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,200 psi @ 48 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1416 Plant:
Truck No.: 5028 Ticket No.: 9556431924
Field Test Data
Test Result Specification
Slump (in): 3 3-5
Air Content ( %): 4.2 3-6
Concrete Temp. (F): 78
Ambient Temp. (F): 76
Sample Date:
03/23/12 Sample Time: 1545
Sampled By:
Adain Wood
Weather Conditions:
Clear
Accumulative Yards:
7 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 5 +10, south bound East Main Street
Placement Location:
Inlets
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
03/24/12
03/30/12
7 121,720
4,310
5
1
2
6.00
28.27
03/24/12
03/30/12
7 127,890
4,520
4
Average (7 days)
4,420
1
3
6.00
28.27
03/24/12
04/20/12
28 143,110
5,060
4
1
4
6.00
28.27
03/24/12
04/20/12
28 142,770
5,050
2
Average (28 days)
5,060
Comments: 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: 4,000 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0807 Plant: 95
Truck No.: 7059 Ticket No.: 564319178
Field Test Data
Test Result Specification
Slump (in): 41/2 3-5
Air Content ( %): 5.2 3-6
Concrete Temp. (F): 67
Ambient Temp. (F): 57
Sample Date:
03/23/12 Sample Time: 0900
Sampled By:
Adain Wood
Weather Conditions:
Clear
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
Sta. 5 +00
Placement Location:
Paving - South bound East Main
ID
Street driveways
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
03/24/12
03/27/12
4 114,740
4,060
2
1
2
6.00
28.27
03/24/12
03/30/12
7 131,500
4,650
4
1
3
6.00
28.27
03/24/12
03/30/12
7 135,360
4,790
4
Average (7 days)
4,720
1
4
6.00
28.27
03/24/12
04/20/12
28 171,710
6,070
2
1
5
6.00
28.27
03/24/12
04/20/12
28 161,840
5,720
2
Average (28 days)
5,900
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
(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 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1008 Plant: 95
Truck No.: 1120 Ticket No.: 564319194
Field Test Data
Test Result Specification
Slump (in): 5 3-5
Air Content ( %): 5.8 3-6
Concrete Temp. (F): 73
Ambient Temp. (F): 68
Sample Date:
03/23/12 Sample Time: 1100
Sampled By:
Adain Wood
Weather Conditions:
Clear
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
Sta. 2 +25
Placement Location:
Paving - South bound East Main
ID
Street driveways
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
03/24/12
03/27/12
4 115,550
4,090
5
2
2
6.00
28.27
03/24/12
03/30/12
7 129,170
4,570
5
2
3
6.00
28.27
03/24/12
03/30/12
7 127,740
4,520
4
Average (7 days)
4,550
2
4
6.00
28.27
03/24/12
04/20/12
28 156,370
5,530
2
2
5
6.00
28.27
03/24/12
04/20/12
28 158,050
5,590
4
Average (28 days)
5,560
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
(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 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,000 psi (a,
28 days
Sample Date: 03/23/12
Sample Time:
1315
Sampled By: Adain Wood
Mix ID: 1851
Weather Conditions: Clear
Supplier: Lattimore
Accumulative Yards: 220
Batch Size (cy):
10
Batch Time: 1203
Plant:
95
Placement Method: Direct Discharge
Truck No.: 1120
Ticket No.:
564319212
Water Added Before (gal): 10
Water Added After (gal): 0
Field Test Data
Sample Location: Sta. 0 +15
Test
Result
Specification
Placement Location: Paving - South bound East Main
Slump (in):
41/2
3-5
Street driveways
Air Content ( %):
4.2
3-6
Concrete Temp. (F):
78
Ambient Temp. (F):
73
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
03/24/12
03/27/12 4 105,480
3,730
5
3 2
6.00
28.27
03/24/12
03/30/12 7 121,500
4,300
5
3 3
6.00
28.27
03/24/12
03/30/12 7 130,130
4,600
2
Average (7 days)
4,450
3 4
6.00
28.27
03/24/12
04/20/12 28 150,760
5,330
4
3 5
6.00
28.27
03/24/12
04/20/12 28 147,220
5,210
2
Average (28 days)
5,270
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 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi (a, 28 days
Sample Date:
04/13/12 Sample Time: 0800
Sampled By:
Randall Hollis
Mix ID: 1851
Weather Conditions:
Cloudy
Supplier: Lattimore
Area
Accumulative Yards:
40 Batch Size (cy): 10
Batch Time: 0713
Plant: 955
Placement Method:
Direct Discharge
Truck No.: 1091
Ticket No.: 64320535
Water Added Before (gal):
10
Field Test Data
Tested
Water Added After (gal):
0
(psi)
Type
Sample Location:
East side of parking
Test
Result Specification
Placement Location:
Paving - East side of parking between
Slump (in):
61/2 3 -5
3,810
Travis & Burns
Air Content ( %):
5.3 3 -6
6.00
28.27
Concrete Temp. (F):
78
7
131,310
Ambient Temp. (F):
67
1
3
Plastic Unit Wt. (pcf):
144.8
04/14/12
04/20/12
Yield (Cu. Yds.):
129,990
4,600
2
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
04/14/12
04/17/12
4
107,650
3,810
4
1
2
6.00
28.27
04/14/12
04/20/12
7
131,310
4,640
2
1
3
6.00
28.27
04/14/12
04/20/12
7
129,990
4,600
2
Average
(7 days)
4,620
1
4
6.00
28.27
04/14/12
05/11/12
28
1
5
6.00
28.27
04/14/12
05/11/12
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
(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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi (a,
28 days
Sample Date:
04/13/12 Sample Time:
1017
Sampled By:
Randall Hollis
Mix ID: 1851
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
120 Batch Size (cy):
10
Batch Time: 0937
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 9113
Ticket No.:
64320556
Water Added Before (gal): 5
Water Added After (gal): 0
Field Test Data
Sample Location:
70 yds from E end of parking
Test
Result
Specification
Placement Location:
Paving - East side of parking
between
Slump (in):
61/2
3 -5
Travis & Burns
Air Content ( %):
4.6
3 -6
Concrete Temp. (F):
77
Ambient Temp. (F):
72
Plastic Unit Wt. (pcf):
145.2
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
04/14/12
04/17/12 4
100,030 3,540
5
2 2
6.00
28.27
04/14/12
04/20/12 7
119,980 4,240
2
2 3
6.00
28.27
04/14/12
04/20/12 7
118,890 4,210
2
Average
(7 days) 4,230
2 4
6.00
28.27
04/14/12
05/11/12 28
2 5
6.00
28.27
04/14/12
05/11/12 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perfonn required field tests and cast compressive strength
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) 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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi (a,
28 days
Sample Date:
04/13/12 Sample Time:
1244
Sampled By:
Randall Hollis
Mix ID: 1851
Weather Conditions:
Partly cloudy
Supplier: Lattimore
Accumulative Yards:
210 Batch Size (cy):
10
Batch Time: 1151
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 9114
Ticket No.:
64320573
Water Added Before (gal): 20
Water Added After (gal): 0
Field Test Data
Sample Location:
10 yds S of entrance to parking, S side
Test
Result
Specification
of Travis
Slump (in):
5 1/2
3 -5
Placement Location:
Paving - East side of parking between
Air Content ( %):
4.6
3 -6
Travis & Burns
Concrete Temp. (F):
84
Ambient Temp. (F):
77
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
04/14/12
04/17/12 4
105,240 3,720
4
3 2
6.00
28.27
04/14/12
04/20/12 7
118,040 4,180
2
3 3
6.00
28.27
04/14/12
04/20/12 7
116,380 4,120
2
Average
(7 days) 4,150
3 4
6.00
28.27
04/14/12
05/11/12 28
3 5
6.00
28.27
04/14/12
05/11/12 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
(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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Material Information Sample Information
Specified Strength: 4,500 psi (a,
28 days
Sample Date:
04/13/12 Sample Time:
1515
Sampled By:
Randall Hollis
Mix ID: 1851
Weather Conditions:
Partly cloudy
Supplier: Lattimore
Accumulative Yards:
310 Batch Size (cy):
10
Batch Time: 1427
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 9113
Ticket No.:
64320597
Water Added Before (gal): 0
Water Added After (gal): 0
Field Test Data
Sample Location:
Entrance to parking, off of Haimnond
Test
Result
Specification
betwween Travis & Houston
Slump (in):
4
3 -5
Placement Location:
Paving - East side of parking between
Air Content ( %):
3.9
3 -6
Travis & Burns
Concrete Temp. (F):
86
Ambient Temp. (F):
79
Plastic Unit Wt. (pcf):
147.8
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
04/14/12
04/17/12 4
120,200 4,250
4
4 2
6.00
28.27
04/14/12
04/20/12 7
127,850 4,520
2
4 3
6.00
28.27
04/14/12
04/20/12 7
129,800 4,590
2
Average
(7 days) 4,560
4 4
6.00
28.27
04/14/12
05/11/12 28
4 5
6.00
28.27
04/14/12
05/11/12 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 4 of 4
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0164
Service Date: 04/17/12
8901 Carpenter Frwy. Suite 100
Report Date: 04/21/12
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: 6
Report No.: 94111246.0162
No. of Cylinders: 6
Services: Concrete cylinder pickup.
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 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 dgr