ST0003-LR090513CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0087 "Irelaoracon
Service Date: 04/14/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/13/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 2501 M
Supplier: Tiseo Paving
Batch Time: 1004
Truck No.: 165
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
1 1/2
4.1
72
60
Plastic Unit Wt. (pcf): 153.6
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
04/15/09
2
2
6.00
28.27
04/15/09
2
3
6.00
28.27
04/15/09
(1) Huitt Zollars Inc
Compressive
Age at
Strength
Fracture
(psi)
Type
4,580
4
6,210
2
6,350
2
6,280
28
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.: Louis J. DeRossi Started: 0600
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Test Methods:
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/14/09 Sample Time: 1025
Louis J. DeRossi
Sunny
250 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 43 +40
Southbound Coppell Rd at Sta. 36 +00
to Sta. 51 +00
Finished: 1700
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.
CR0001, 4- 30 -09, Rev.2 Page 2 of 3
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/21/09
7
129,560
05/12/09
28
175,700
05/12/09
28
179,410
Average (28 days)
Finished: 1700
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.
CR0001, 4- 30 -09, Rev.2 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0087 'Ireirracon
Service Date: 04/14/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/13/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 2501M
Supplier: Tiseo Paving
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Result
Slump (in):
2
Air Content ( %):
4.2
Concrete Temp. (F):
76
Ambient Temp. (F):
66
Specification
Plastic Unit Wt. (pcf): 153.2
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
3
1
6.00
28.27
04/15/09
3
2
6.00
28.27
04/15/09
3
3
6.00
28.27
04/15/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/14/09 Sample Time: 1200
Louis J. DeRossi
Clear
410 Batch Size (cy): 10
Direct Discharge
0
Sta. 47 +50
Southbound Coppell Rd at Sta. 36 +00
to Sta. 51 +00
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/21/09
7
132,250
05/12/09
28
183,720
05/12/09
28
175,470
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,680
5
6,500
2
6,210
2
6,360
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.: Louis J. DeRossi Started: 0600
Reported To: Finished: 1700
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc Reviewed By:
(1) Tiseo Paving Company ric J. Cleveland, P.E.
Senior Project Engineer
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, 4- 30.09, Rev.? Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0087 Irerracon
Service Date: 04/14/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/13/09 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 2501M
Supplier: Tiseo Paving
Batch Time: 0747 Plant:
Truck No.: 164 Ticket No.:
Field Test Data
Test
Result Specification
Slump (in):
1
Air Content ( %):
3.8
Concrete Temp. (F):
70
Ambient Temp. (F):
48
Plastic Unit Wt. (pcf): 153.6
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/15/09
1 2
6.00
28.27
04/15/09
1 3
6.00
28.27
04/15/09
(1) Huitt Zollars Inc
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.: Louis J. DeRossi Started: 0600
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of CoppelI TX
(1) Tiseo Paving Company
Test Methods:
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/14/09 , Sample Time: 0800
Louis J. DeRossi
Sunny
60 Batch Size (cy): 10
Direct Discharge
Sta. 37 +20
Southbound Coppell Rd at Sta. 36 +00
to Sta. 51 +00
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
04/21/09
7
135,620
4,800
4
05/12/09
28
171,310
6,060
2
05/12/09
28
176,620
6,250
2
Average (28 days)
6,160
Finished: 1700
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.
CR0001, 4- 70 -09, Rev.2 Page 1 of 3