ST0003-LR090227CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0057
Service Date: 02/05/09
Report Date: 02/27/09
Client
(1) Huitt Zollnrs Inc
1 1 1
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
Batch Time: 0806
Truck No.: 166
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
2 2 -4.
4.5 3 -6
57
49
Plastic Unit Wt. (pef): 151.2
Laboratory Test Data
Project
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
02/06/09
02/09/09
1 2
6.00
28.27
02/06/09
02/12/09
I 1 )
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
40 Batch Size (cy): 10
Slip Form
0
0
Sta. 32 +25
Coppell Rd., N Bound, Sta. 31 +30 -
Sta. 52 +00
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
28
Comments:
Samples Made By: Terracon
Services: Obtain samples offresh 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
(I) Tiseo Paving Compmry
Test Methods
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 or4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0057
Service Date: 02/05/09
Report Date: 02/27/09
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: 94081 163
Material Information
Sample Information
Specified Strength: 4,000 psi a
28 days
Sample Date:
02/05/09
Sample Time: 1025
Sampled By:
Louis J. DeRossi
Mix ID: 2501 M
Weather Conditions:
Overcast
Supplier: Tiseo
Accumulative Yards:
180
Batch Size (ey): 10
Batch Time: 0939 Plant:
Placement Method:
Slip Form
Truck No.: 166 Ticket No.:
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 36 +50
Test Result
Specification
Placement Location:
Coppell Rd.,
N Bound, Sta. 31 +30 -
Slump (in): 2
2 -4
Sta. 52 +00
Air Content ( %): 4.5
3 -6
Concrete Temp. (F): 60
Ambient Temp. (F): 54
Plastic Unit Wt. (pef): 151.2
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)
(Ibs)
(psi) Type
2 1 6.00
28.27
02/06/09
02/09/09 4
11
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
2 4 6.00
28.27
02/06/09
03/05/09 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: 0600
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City or coppcll Tx
(1) Tisco Paving Company
Test Methods:
(1) Huill Zollnrs Inc
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 ol'4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0057
Ireirracon
Service Date: 02/05/09
Age at
Maximum
8901 Carpenter Frwy, Ste 100
Report Date: 02/27/09
Set Specimen Diameter
Area
Dallas, TX 75247
Date
Test
Load
214 -630 -1010
Client
No. ID (in)
Project
Received
City of Coppell TX
(days)
Coppell Road - #ST00 -03
(psi)
Attn: Albert Samaniego
3 1 6.00
Sandy Lake Road to
02/06/09
Engineering Dept
4
Cooper Lane
4,060
PO Box 9478
3 2 6.00
Coppell, TX
02/06/09
Coppell, TX 75019
7
Project Number: 94081163
Material Information
4
Sample Information
28.27
Specified Strength: 4,000 psi @ 28 days
Sample Date:
02/05/09 Sample Time: 1210
Sampled By:
Louis J. DeRossi
Mix ID: 2501 M
02/06/09
Weather Conditions:
Partly sunny
Supplier: Tiseo
Accumulative Yards:
360 Batch Size (cy): 10
Batch Time: 1 130
Plant:
Placement Method:
Slip Form
Truck No.:
Ticket No.:
Water Added Before (gal): 0
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 43 +50
Test
Result Specification
Placement Location:
Coppell Rd., N Bound, Sta. 31 +30 -
Slump (in):
3 2 -4
Sta. 52 +00
Air Content ( %,):
4.4 3 -6
Concrete Temp. (F):
70
Ambient Temp. (F):
60
Plastic Unit Wt. (pcf):
151.6
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
02/06/09
02/09/09
4
114,920
4,060
5
3 2 6.00
28.27
02/06/09
02/12/09
7
127,410
4,510
4
3 3 6.00
28.27
02/06/09
03/05/09
28
3 4 6.00
28.27
02/06/09
03/05/09
28
Comments:
Samples Made fay: 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 c'oppcl l TX
(1) Tisco Paving Conmun
(1) Huitt Zollnrs Inc
Finished: 1700
Test Methods: ASTM C 3l, 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 o174
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0057
l ar e r r acon
Service Date: 02/05/09
8901 Carpenter Frwy, Ste 100
Report Date: 02/27/09
Compressive
Dallas, TX 75247
Set Specimen Diameter
Area
214 - 630 -1010
Client
Project
Load
City of Coppell TX
Coppell Road - #ST00 -03
No. ID (in)
Attn: Albert Samaniego
Sandy Lake Road to
Tested
Engineering Dept
Cooper Lane
(psi)
PO Box 9478
Coppell, TX
28.27
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
3,700
Specified Strength: 4,000 psi @ 28 days
Sample Date:
02/05/09 Sample Time: 1305
02/06/09
Sampled By:
Louis J. DeRossi
Mix ID: 2501 M
Weather Conditions:
Sunny
Supplier: Tiseo
Accumulative Yards:
480 Batch Size c 10
(Y)�
Batch Time: 1240 Plant:
Placement Method:
Slip Form
Truck No.: 61 Ticket No.:
Water Added Before (gal): 0
Field Test Data
Water Added After (gal):
0
03/05/09
Sample Location:
Sta. 46-+50
Test Result Specification
Placement Location:
Coppell Rd., N Bound, Sta. 31 +30 -
Slump (in): 7 2 -4
Sta. 52 +00
Air Content (' %o): 4.4 3 -6
Concrete Temp. (F): 75
Ambient Temp. (F): 65
Plastic Unit Wt. (pcf): 151.2
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
4 1 6.00
28.27
02/06/09
02/09/09
4
104,600
3,700
6
4 2 6.00
28.27
02/06/09
02/12/09
7
110,240
3,900
2
4 3 6.00
28.27
02/06/09
03/05/09
28
4 4 6.00
28.27
02/06/09
03/05/09
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: 0600
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City nr CoppUu Tx
(1) Tisco hnving Company
Test Methods:
(1) Huitt Zollars Inc
Finished: 1700
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 4 ol'4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0061 m o m rerraca n'
Service Date: 02/18/09 8901 Carpenter Frwy, Ste 100
Report Date: 02/27/09 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: 94081 163
Material Information Sample Information
Specified Strength: 4,000
psi a 28 days
Sample Date:
02/18/09 Sample Time: 0855
Age at
Maximum
Sampled By:
Louis J. DeRossi
Mix ID: 250111
Area
Weather Conditions:
Sunny
Supplier: Tiseo Paving
Load
Accumulative Yards:
80 Batch Size (cy): 10
Batch Time: 0815
Plant:
Placement Method:
Direct Discharge
Truck No.: 161
Ticket No.:
Water Added Before (gal):
0
1 1 6.00
28.27
Water Added After (gal):
0
Field Test Data
94,850
Sample Location:
Sta. 31 +20
Test Result Specification
Placement Location:
Coppell Rd, NB inside lane @ Sta.
Slump (in):
4 3 -5
115,680
28 +80 to Sta. 44 +45
Air Content (' %,):
5.0 3 -6
28.27
02/19/09
Concrete Temp. (F):
70
Ambient Temp. (F):
55
28.27
02/19/09
Plastic Unit Wt. (pcf):
150.8
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)
(Ibs)
(psi)
Type
1 1 6.00
28.27
02/19/09
02/21/09
3
94,850
3,360
6
1 2 6.00
28.27
02/19/09
02/25/09
7
115,680
4,090
4
1 3 6.00
28.27
02/19/09
03/18/09
28
1 4 6.00
28.27
02/19/09
03/18/09
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: 0700
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City o1' Coppell '1'x
(1) Tisco Paving Company
Test Methods
(1) Hnilt Wins Inc
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 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0061 Irerracon
Service Date: 02/18/09 8901 Carpenter Frwy, Ste 100
Report Date: 02/27/09 Dallas, TX 75247
214 - 630 -1010
Client Project
City of Coppell TX
Attn: Albert Sanlaniego
Engineering Dept
PO Box 9478
Coppell, TX 75019
Coppell Road - #ST00 -03
Sandy Lake Road to
Cooper Lane
Coppell, TX
Project Nunber: 94081163
Material Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 250111
Supplier: Tiseo Paving
Batch Time: 1041
Truck No.: 165
Field Test Data
Test
Slump (in):
Air Content (' %t):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
5 3 -5
5.8 3 -6
72
65
Plastic Unit Wt. (pef): 150.0
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
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: 1 1 10
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
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0700
Reported To:
Contractor: Tiseo
Report Distribution:
(1) Cily of Coppell l'x
(1) Tisco Paving Cumpnny
(1) 1-iuill Zollars Inc
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
"Irerracon
Diameter
Area
Report Number: 94081163.0061
Date
No.
ID
(in)
(sq in)
Received
Tested
3
Service Date: 02/18/09
6.00
8901 Carpenter Frwy, Ste 100
Report Date: 02/27/09
02/21/09
Dallas, TX 75247
2
6.00
214 -630 -1010
Client
Project
3
City of Coppell TX
Coppell Road - #ST00 -03
28.27
Attn: Albert Samaniego
Sandy Lake Road to
3
Engineering Dept
Cooper Lane
28.27
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: 250111
Supplier: Tiseo Paving
Batch Time: 1306 Plant:
Truck No.: 161 Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 3 -5
5.2 3 -6
80
70
150.4
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
3
1
6.00
28.27
02/19/09
02/21/09
3
2
6.00
28.27
02/19/09
02/25/09
3
3
6.00
28.27
02/19/09
03/18/09
3
4
6.00
28.27
02/19/09
03/18/09
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 a Sta.
28 +80 to Sta. 44 +45
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
3
71,120
2,520 6
7
135,680
4,800 3
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0700
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
(1) Huiu Zollars Inc
Finished: 1700
Reviewed By:
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