ST1002-LR120608Material Information Sample Information
Specified Strength: 3,000 psi (a�, 28 days
Mix ID: 1261
Supplier: Lattimore
Batch Time: 1404 Plant: 952
Truck No.: 5005 Ticket No.: 62930858
Field Test Data
Test Result Specification
Slump (in): 41/2 3 -5
Air Content ( %): 4.0 3 -6
Concrete Temp. (F): 85
Ambient Temp. (F): 80
Plastic Unit Wt. (pcf): 145.8
Yield (Cu. Yds.):
Sample Date:
05/10/12 Sample Time: 1450
Sampled By:
Christopher Amoah
Weather Conditions:
Cloudy, windy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
At Bethel and Coppell intersection
Placement Location:
Light pole bases on W bound Bethel
ID
Road from s Coppell to Main Street
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
05/11/12
05/17/12
7 100,100
3,540
2
1
2
6.00
28.27
05/11/12
05/17/12
7 99,860
3,530
5
Average (7 days)
3,540
1
3
6.00
28.27
05/11/12
06/07/12
28 120,720
4,270
2
1
4
6.00
28.27
05/11/12
06/07/12
28 117,220
4,150
2
Average (28 days)
4,210
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.: 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) 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
Sampled By:
Bernardino Rojas
Report Number: 94111246.0242
Rainy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 05/30/12
Sta. 4 +00
8901 Carpenter Frwy. Suite 100
Report Date: 06/08/12
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
103,460
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,600 psi (a�, 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: 0921 Plant: 111
Truck No.: 1037 Ticket No.: 01037262
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
5.5 3 -6
82
73
142.8
Sample Date:
05/30/12 Sample Time: 1030
Sampled By:
Bernardino Rojas
Weather Conditions:
Rainy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 4 +00
Placement Location:
Pavement - median on Main Street
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
05/31/12
06/06/12
7
103,460
3,660
2
1
2
6.00
28.27
05/31/12
06/06/12
7
105,600
3,740
2
Average
(7 days)
3,700
1
3
6.00
28.27
05/31/12
06/27/12
28
1
4
6.00
28.27
05/31/12
06/27/12
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
Material Information Sample Information
Specified Strength: 4,500
psi (a�, 28 days
Sample Date:
05/09/12 Sample Time: 1845
Age at Maximum
Sampled By:
Randall Hollis
Mix ID: 2025
Specimen Diameter
Weather Conditions:
Clear
Supplier: Lattimore
Date
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1748
Plant: 955
Placement Method:
Direct Discharge
Truck No.: 7057
Ticket No.: 64321915
Water Added Before (gal):
10
Field Test Data
Type
Water Added After (gal):
0
6.00
28.27
Sample Location:
West end of intersection
Test
Result Specification
Placement Location:
Pavement, approach on E side of
Slump (in):
6 3 -5
28.27
Loch (a�, intersection of Bethel & Loch
Air Content ( %):
4.7 3 -6
4,130
2
Concrete Temp. (F):
40
6.00
28.27
Ambient Temp. (F):
80
5 126,310
4,470
Plastic Unit Wt. (pcf):
146.6
4
6.00
Yield (Cu. Yds.):
05/10/12
05/16/12
7 135,610
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
05/10/12
05/11/12
2 103,110
3,650
2
1
2
6.00
28.27
05/10/12
05/12/12
3 116,720
4,130
2
1
3
6.00
28.27
05/10/12
05/14/12
5 126,310
4,470
2
1
4
6.00
28.27
05/10/12
05/16/12
7 135,610
4,800
2
1
5
6.00
28.27
05/10/12
05/16/12
7 134,840
4,770
2
Average (7 days)
4,790
1
6
6.00
28.27
05/10/12
06/06/12
28 158,270
5,600
2
1
7
6.00
28.27
05/10/12
06/06/12
28 150,780
5,330
2
Average (28 days)
5,470
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 1 of 1
Material Information Sample Information
Specified Strength: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1313 Plant: 955
Truck No.: 3021 Ticket No.: 64321892
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
5.0 3 -6
87
81
147.8
Sample Date:
05/09/12 Sample Time: 1403
Sampled By:
Randall Hollis
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:
SW corner of intersection, Bethel Rd.
Strength
and S Coppell Rd.
Placement Location:
Light Posts in each of the four corners
(sq in)
of intersection of Bethel Rd. and S
Tested
Coppell 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)
(lbs)
(psi)
Type
1 1
6.00
28.27
05/10/12
05/16/12
7
123,920
4,380
2
1 2
6.00
28.27
05/10/12
05/23/12
14
142,020
5,020
2
1 3
6.00
28.27
05/10/12
06/06/12
28
148,450
5,250
4
Comments: 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 1 of 1
Material Information Sample Information
Specified Strength: 4,500
psi (a�, 28 days
Sample Date:
05/10/12 Sample Time: 1335
Age at Maximum
Sampled By:
Christopher Amoah
Mix ID: 1851
Specimen Diameter
Weather Conditions:
Clear, windy
Supplier: Lattimore
Date
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1248
Plant: 95
Placement Method:
Direct Discharge
Truck No.: 5002
Ticket No.: 63070178
Water Added Before (gal):
10
Field Test Data
Type
Water Added After (gal):
0
6.00
28.27
Sample Location:
NW corner
Test
Result Specification
Placement Location:
Retail Alley Grate Inlet at Sta. 5 +79
Slump (in):
4 3 -5
28.27
05/11/12
Air Content ( %):
4.5 3 -6
4,420
4
Concrete Temp. (F):
88
Ambient Temp. (F):
80
Average (7 days)
4,430
Plastic Unit Wt. (pcf):
149.4
3
6.00
Yield (Cu. Yds.):
05/11/12
06/07/12
28 147,380
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
05/11/12
05/17/12
7 125,640
4,440
4
1
2
6.00
28.27
05/11/12
05/17/12
7 124,890
4,420
4
Average (7 days)
4,430
1
3
6.00
28.27
05/11/12
06/07/12
28 147,380
5,210
2
1
4
6.00
28.27
05/11/12
06/07/12
28 144,730
5,120
2
Average (28 days)
5,170
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.: 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) 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: 3,600 psi (a�, 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: 1110 Plant: 111
Truck No.: 3448 Ticket No.: 1025906
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
3.6 3 -6
87
78
145.6
Sample Date:
05/09/12 Sample Time: 1210
Sampled By:
Randall Hollis
Weather Conditions:
Clear
Accumulative Yards:
12 Batch Size (cy): 3
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
East end of approach
Placement Location:
Pavement - approoch on W side of
ID
Coppell (a�, W Bethel Road
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
05/10/12
05/11/12
2 58,780
2,080
6
1
2
6.00
28.27
05/10/12
05/12/12
3 71,010
2,510
2
1
3
6.00
28.27
05/10/12
05/14/12
5 96,560
3,420
2
1
4
6.00
28.27
05/10/12
05/16/12
7 107,720
3,810
1
1
5
6.00
28.27
05/10/12
05/16/12
7 108,810
3,850
2
Average (7 days)
3,830
1
6
6.00
28.27
05/10/12
06/06/12
28 128,250
4,540
3
1
7
6.00
28.27
05/10/12
06/06/12
28 122,730
4,340
2
Average (28 days)
4,440
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 1 of 1
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 4045BL
Supplier: Lattimore
Batch Time: 0826 Plant: 955
Truck No.: 5007 Ticket No.: 64321855
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
5 1/2 3 -5
7.6 3 -6
81
72
142.8
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
05/10/12
1
2
6.00
28.27
05/10/12
1
3
6.00
28.27
05/10/12
1
4
6.00
28.27
05/10/12
1
5
6.00
28.27
05/10/12
1
6
6.00
28.27
05/10/12
Sample Date:
05/09/12 Sample Time: 0918
Sampled By:
Randall Hollis
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:
Approach - West of Coppell Deli &
05/16/12
Grill
Placement Location:
Pavement, approaches and parking
05/16/12
along Bethel Rd. from Mitchell to S
4,300
Coppell Rd.
Age at Maximum Compressive
Date
Test Load
Strength
Fracture
Tested
(days) (lbs)
(psi)
Type
05/12/12
3 93,370
3,300
4
05/14/12
5 110,070
3,890
2
05/16/12
7 120,570
4,260
2
05/16/12
7 121,690
4,300
2
Average (7 days)
4,280
06/06/12
28 129,590
4,580
2
06/06/12
28 135,380
4,790
4
Average (28 days)
4,690
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 1 of 1
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0252
Service Date: 06/06/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/08/12
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: 8
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0249
4
94111246.0251
4
Services: Concrete cylinder pickup.
Terracon Rep.: Jonathan O'Connor
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: ✓ 4 e Z�Ai
(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