ST1002-LR120504Material Information Sample Information
Specified Strength: 4,500
psi (a�,
28 days
Sample Date:
04/05/12 Sample Time: 0937
Age at Maximum
Compressive
Sampled By:
Randall Hollis
Mix ID: 1851
Area
Date
Weather Conditions:
Clear
Supplier: Lattimore
Fracture
No.
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 0845
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 5033
Ticket No.:
564320128
Water Added Before (gal):
10
Field Test Data
04/09/12
4 136,640
Water Added After (gal):
0
1
2
6.00
Sample Location:
North side next to Hammond
Test
Result
Specification
Placement Location:
Paving - parking between Hammond
Slump (in):
3 1/2
3 - 5
04/06/12
and Coppell Road
Air Content ( %):
3.2
3 - 6
Concrete Temp. (F):
74
Average (7 days)
Ambient Temp. (F):
64
1
4
6.00
Plastic Unit Wt. (pcf):
150.1
05/03/12
28 172,770
6,110
Yield (Cu. Yds.):
1
5
6.00
28.27
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
04/06/12
04/09/12
4 136,640
4,830
2
1
2
6.00
28.27
04/06/12
04/12/12
7 144,610
5,120
4
1
3
6.00
28.27
04/06/12
04/12/12
7 150,930
5,340
5
Average (7 days)
5,230
1
4
6.00
28.27
04/06/12
05/03/12
28 172,770
6,110
5
1
5
6.00
28.27
04/06/12
05/03/12
28 178,830
6,330
4
Average (28 days)
6,220
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
(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: 1111 Plant: 95
Truck No.: 1098 Ticket No.: 564320156
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
78
72
147.1
Sample Date:
04/05/12 Sample Time: 1222
Sampled By:
Randall Hollis
Weather Conditions:
Clear
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
South side next to Hammond
Placement Location:
Paving - parking between Hammond
ID
and Coppell 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
2
1
6.00
28.27
04/06/12
04/09/12
4 106,220
3,760
2
2
2
6.00
28.27
04/06/12
04/12/12
7 118,370
4,190
2
2
3
6.00
28.27
04/06/12
04/12/12
7 128,310
4,540
4
Average (7 days)
4,370
2
4
6.00
28.27
04/06/12
05/03/12
28 148,210
5,240
5
2
5
6.00
28.27
04/06/12
05/03/12
28 148,440
5,250
5
Average (28 days)
5,250
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
(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: 1358 Plant: 95
Truck No.: 3028 Ticket No.: 564320186
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
4.1 3 - 6
83
73
146.8
Sample Date:
04/05/12 Sample Time: 1451
Sampled By:
Randall Hollis
Weather Conditions:
Clear
Accumulative Yards:
210 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
0
Sample Location:
South side at center of Travis
Placement Location:
Paving - parking between Hammond
ID
and Coppell 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
3
1
6.00
28.27
04/06/12
04/09/12
4 104,770
3,710
6
3
2
6.00
28.27
04/06/12
04/12/12
7 122,610
4,340
6
3
3
6.00
28.27
04/06/12
04/12/12
7 124,600
4,410
5
Average (7 days)
4,380
3
4
6.00
28.27
04/06/12
05/03/12
28 158,940
5,620
2
3
5
6.00
28.27
04/06/12
05/03/12
28 159,670
5,650
2
Average (28 days)
5,640
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 3 of 3
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0185
Service Date: 05/01/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/03/12
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: 10
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0180
5
94111246.0181
5
Services: Concrete cylinder pickup.
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) JRJ Paving LP, Emailed
Reviewed By: ✓ r 4 e Z�Ai
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