ST0003-LR090318CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0062
Service Date: 02/17/09
Report Date: 03/18/09
Specification
3 -5
3 -6
Client
(1) Huitt Zollars Inc
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:
8274
Supplier:
TXI
Batch Time:
1253 Plant: 141
Truck No.:
8028 Ticket No.: 827823
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result
41/2
4.4
75
65
146.0
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
02/18/09
1 2
6.00
28.27
02/18/09
1 3
6.00
28.27
02/18/09
1 4
6.00
28.27
02/18/09
Project
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Irerracon
8901 Carpenter Frwy, Ste 100
Dallas, TX 75247
214 -630 -1010
02/17/09 Sample Time: 1400
Louis J. DeRossi
Overcast
30 Batch Size (cy): 10
Direct Discharge
5
0
See Placement Location
WB Approach @ Sta. 10+68.23, School
Drive
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
02/20/09
3
89,420
02/24/09
7
117,690
03/17/09
28
168,220
03/17/09
28
156,400
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
3,160
5
4,160
5
5,950
2
5,530
2
5,740
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) TISea Paving Company
Test Methods:
Reviewed By:
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0060 Irerracon
Service Date: 02/17/09 890.1 Carpenter Frwy, Ste 100
Report Date: 03/18/09 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
Specified Strength: 4,000 psi @ 28 days
Mix ID: 2501H
Supplier: Tiseo Paving
Batch Time: 1131
Truck No.: 65
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
41/2 3 -5
4:1 3 -6
68
60
Plastic Unit Wt. (pcf):
Laboratory Test Data
Sample Information
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
02/18/09
02/20/09
1
2
6.00
28.27
02/18/09
02/24/09
1
3
6.00
28.27
02/18/09
03/17/09
1
4
6.00
28.27
02/18/09
03/17/09
02/17/09 Sample Time: 1210
Louis J. DeRossi
Overcast
47 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 19 +60
Coppell Rd, NB, inside lane @ Sta.
18 +60 to Sta. 28 +80
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
3
98,640
3,490
6
7
113,220
4,000
4
28
160,050
5,660
2
28
140,430
4,970
2
Average (28 days)
5,320
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, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0900
Reported To: Finished: 1730
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX (1) Huitt Zollars Inc
(1) Tiseo Paving Company
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 I of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0060 Terracon
Service Date: 02/17/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/18/09 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: 1409
Truck No.: 164
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
5 3 -5
4.3 3 -6
70
66
Plastic Unit Wt. (pcf): 146.4
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
02/18/09
2
2
6.00
28.27
02/18/09
2
3
6.00
28.27
02/18/09
2
4
6.00
28.27
02/18/09
(1) Huitt Zollars Inc
Compressive
Age at
Strength
Fracture
(psi)
Type
3,620
5
4,360
5
5,430
2
5,540
2
5,490
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: 0900
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:
02/17/09 Sample Time: 1430
Louis J. DeRossi
Overcast
187 Batch Size (cy): 10
Direct Discharge
Sta. 25 +50
Coppell Rd, NB, inside lane @ Sta.
18 +60 to Sta. 28 +80
Finished: 1730
Reviewed By:
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 2
Senior Project Manager
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
02/20/09
3
102,300
02/24/09
7
123,150
03/17/09
28
153,580
03/17/09
28
156,580
Average (28 days)
Finished: 1730
Reviewed By:
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 2
Senior Project Manager