ST0003-LR090319CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0061
Service Date: 02/18/09
Report Date: 03/19/09
m irerracon
8901 Carpenter Frwy, Ste 100
Dallas, TX 75247
214- 630 -1010
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: 2501H
Supplier: Tiseo Paving
Batch Time: 0815
Truck No.: 161
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
4 3 -5
5.0 3 -6
70
55
Plastic Unit Wt. (pcf): 150.8
Laboratory Test Data
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
02/19/09
02/21/09
1 2
6.00
28.27
02/19/09
02/25/09
1 3
6.00
28.27
02/19/09
03/18/09
1 4
6.00
28.27
02/19/09
03/18/09
02/18/09 Sample Time: 0855
Louis J. DeRossi
Sunny
80 Batch Size (cy): 10
Direct Discharge
Sta. .31 +20
Coppell Rd, NB inside lane @ Sta.
28 +80 to Sta. 44 +45
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
3
94,850
3,360
6
7
115,680
4,090
4
28
144,890
5,120
2
28
149,750
5,300
2
Average (28 days)
5,210
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.: Louis J. DeRossi
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
(1) Huitt Zollars Inc
Started: 0700
Finished: 1700
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.
Page] of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0061
Service Date: 02/18/09
Report Date: 03/19/09
"Irerracon
8901 Carpenter Frwy, Ste 100
Dallas, TX 75247
214 - 630 -1010
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: 2501H
Supplier: Tiseo Paving
Batch Time: 1041
Truck No.: 165
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
5 3 -5
5.8 3 -6
72
65
Plastic Unit Wt. (pcf): 150.0
Laboratory Test Data
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set
Specimen
Diameter
Area
Date
Date
No.
ED
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
02/19/09
02/21/09
2
2
6.00
28.27
02/19/09
02/25/09
2
3
6.00
28.27
02/19/09
03/18/09
2
4
6.00
28.27
02/19/09
03/18/09
02/18/09 Sample Time: 1110
Louis J. DeRossi
Sunny
220 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 38 +20
Coppell Rd, NB inside lane @ Sta.
28 +80 to Sta. 44 +45
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
3
93,650
3,310
6
7
120,830
4,270
4
28
156,560
5,540
2
28
146,530
5,180
2
Average (28 days)
5,360
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
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City ofCoppell TX
(1) Tiseo Paving Company
(1) Huitt Zollars Inc
Started: 0700
Finished: 1700
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.
Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0061
Service Date: 02/18/09
Report Date: 03/19/09
Client
Project
Terracon
8901 Carpenter Frwy, Ste 100
Dallas, TX 75247
214- 630 -1010
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: 2501H
Supplier: Tiseo Paving
Batch Time: 1306 Plant:
Truck No.: 161 Ticket No.:
Field Test Data
Test
Result
Slump (in):
5
Air Content ( %):
5.2
Concrete Temp. (F):
80
Ambient Temp. (F):
70
Plastic Unit Wt. (pcf):
150.4
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
02/18/09 Sample Time: 1330
Louis J. DeRossi
Sunny
370 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 41 +20
Coppell Rd, NB inside lane @ Sta.
28 +80 to Sta. 44 +45
Specification
3 -5
3 -6
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
02/19/09
02/21/09
3
71,120
2,520
6
3
2
6.00
28.27
02/19/09
02/25/09
7
135,680
4,800
3
3
3
6.00
28.27
02/19/09
03/18/09
28
167,890
5,940
4
3
4
6.00
28.27
02/19/09
03/18/09
28
173,230
6,130
4
Average (28 days)
6,040
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: 0700
Reported To: Finished: 1700
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc Reviewed By:
(1) Tiseo Paving company JAric 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.
Page 3 of 3