ST0003-LR090309CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0057 Irerracon
Service Date: 02/05/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/09/09 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:
2501M
Supplier:
Tiseo
Batch Time:
0806
Truck No.:
166
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Plant:
Ticket No.:
Result Specification
2 2 -4
4.5 3 -6
57
49
151.2
Laboratory Test Data
(1) Huitt Zoliars Inc
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
02/06/09
02/09/09
1 2
6.00
28.27
02/06/09
02/12/09
1 3
6.00
28.27
02/06/09
03/05/09
1 4
6.00
28.27
02/06/09
03/05/09
02/05/09
Sample Time: 0825
Louis J. DeRossi
Overcast
(days)
40
Batch Size (cy): 10
Slip Form
4
0
4,370
0
7
Sta. 32 +25
4,840
Coppell Rd.,
N Bound, Sta. 31 +30 -
Sta. 52 +00
5,910
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
4
123,470
4,370
5
7
136,880
4,840
2
28
167,100
5,910
4
28
168,220
5,950
4
Average (28 days)
5,930
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:
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.
Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0057 Irerracon
Service Date: 02/05/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/09/09 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 a 28 days
Mix ID:
2501M
Supplier:
Tiseo
Batch Time:
0939 Plant:
Truck No.:
166 Ticket No.:
Field Test Data
Test
Result
Slump (in):
2
Air Content ( %):
4.5
Concrete Temp. (F):
60
Ambient Temp. (F):
54
Plastic Unit Wt. (pcf):
151.2
Specification
2 -4
3 -6
02/05/09
Sample Time: 1025
Louis J. DeRossi
Overcast
Age at
180
Batch Size (cy): 10
Slip Form
Set
0
Diameter
0
Date
Sta. 36 +50
Test
Coppell Rd.,
N Bound, Sta. 31 +30 -
Sta. 52 +00
No.
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
02/06/09
02/09/09
4
113,170
4,000
5
2
2
6.00
28.27
02/06/09
02/12/09
7
123,630
4,370
4
2
3
6.00
28.27
02/06/09
03/05/09
28
169,010
5,980
4
2
4
6.00
28.27
02/06/09
03/05/09
28
154,550
5,470
5
Average (28 days)
5,730
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:
(1) Huitt Zollars Inc
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
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.
Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 1'rerracon
Report Number: 94081163.0057
Service Date: 02/05/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/09/09 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: 2501M
Supplier: Tiseo
Batch Time: 1130 Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Result
Slump (in):
3
Air Content ( %):
4.4
Concrete Temp. (F):
70
Ambient Temp. (F):
60
Plastic Unit Wt. (pcf): 151.6
Laboratory Test Data
Specification
2 -4
3 -6
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
3
1
6.00
28.27
02/06/09
3
2
6.00
28.27
02/06/09
3
3
6.00
28.27
02/06/09
3
4
6.00
28.27
02/06/09
(1) Huitt Zollars Inc
Compressive
Age at
Strength
Fracture
(psi)
Type
4,060
5
4,510
4
5,850
2
5,670
2
5,760
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:
02/05/09 Sample Time: 1210
Louis J. DeRossi
Partly sunny
360 Batch Size (cy): 10
Slip Form
0
0
Sta. 43 +50
Coppell Rd., N Bound, Sta. 31 +30 -
Sta. 52 +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.
Page 3 of 4
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
02/09/09
4
114,920
02/12/09
7
127,410
03/05/09
, 28
165,470
03/05/09
28
160,220
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.
Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0057 Irerracon
Service Date: 02/05/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/09/09 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:
2501M
Supplier:
Tiseo
Batch Time:
1240
Truck No.:
61
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant:
Ticket No.:
Result Specification
7 2 -4
4.4 3 -6
75
65
151.2
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
4
1
6.00
28.27
02/06/09
4
2
6.00
28.27
02/06/09
4
3
6.00
28.27
02/06/09
4
4
6.00
28.27
02/06/09
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
02/05/09 Sample Time: 1305
Louis J. DeRossi
Sunny
480 Batch Size (cy): 10
Slip Form
0
0
Sta. 46 +50
Coppell Rd., N Bound, Sta. 31 +30 -
Sta. 52 +00
Average (28 days)
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
02/09/09
4
104,600
02/12/09
7
110,240
03/05/09
28
140,750
03/05/09
28
141,670
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,700
6
3,900
2
4,980
2
5,010
2
5,000
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 B y :
(I) Tiseo Paving Company C J. eveland, P.E.
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.
Page 4 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0068 "Irerracon
Service Date: 02/25/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/09/09 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: 3,000 psi r@i 28
days
Sample Date:
02/25/09 Sample Time: 1030
Age at
Maximum
Compressive
Sampled By:
Robert Alegria
Mix ID: 8272
Date
Test
Weather Conditions:
Clear
Supplier: TXI
(sq in)
Received
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 0935
Plant:
131
Placement Method:
Direct Discharge
Truck No.: 1567
Ticket No.:
832568
Water Added Before (gal):
5
28.27
02/26/09
03/25/09
Water Added After (gal):
0
Field Test Data
1 3 6.00
28.27
Sample Location:
NE corner, Coppell Rd & Ruby Rd
Test
Result
Specification
Placement Location:
Sidewalk on Coppell Rd, between Ruby
Slump (in):
6
and Kaye
Air Content
4.8
Concrete Temp. (F):
73
Ambient Temp. (F):
75
Plastic Unit Wt. (per):
149.4
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
02/26/09
03/04/09
7
89,260
3,160 5
1 2 6.00
28.27
02/26/09
03/25/09
28
1 3 6.00
28.27
02/26/09
03/25/09
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.: Robert Alegria Started: 0900
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell Tx
(1) Tisco Paving Company
(1) Huitt Zollars Inc
Finished: 1230
Reviewed By:
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 I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0071 Irerracon
Service Date: 02/27/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/09/09 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: 3,000 psi @ 28 days
Mix ID:
8272
Supplier:
TX1
Batch Time:
0939 Plant: 141
Truck No.:
1 137 Ticket No.: 834465
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
6
4.1
81
60
146.8
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
02/28/09
1 2
6.00
28.27
02/28/09
1 3
6.00
28.27
02/28/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
02/27/09 Sample Time: 1040
Louis J. DeRossi
Overcast
10 Batch Size (cy): 10
Direct Discharge
15
0
Approximately @ Sta. 36 +00
Sidewalk from Sta. 35 +50 to Sta.
38 +95, Coppell Rd
Age at Maximum Compressive
Date
Test Load
Strength Fracture
Tested
(days) (lbs)
(psi) Type
03/06/09
7 98,390
3,480 2
03/27/09
28
03/27/09
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.: Louis J. DeRossi Started: 0930
Reported To:
Contractor: Tiseo
Report Distribution:
(1) Cily nr Coppell l'x
(1) Tiseo Having Cump;my
(1) Huill Zollars Inc
Finished: 1 130
Reviewed By:
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 I