ST0003-LR090511CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0098 Irerracon
Service Date: 05/01/09 8901 Carpenter Frwy, Ste 100
Report Date. 0511 1/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City of coppel l TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell,'FX 75019 Project Number: 94081163
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 25011 -1
Supplier: TISEO Paving
Batch Time: 1214 Plant:
Truck No.: 186 Ticket No.:
Field Test Data
Test
Result Specification
Slump (in):
4
Air Content (' %,):
4.5
Concrete hemp. (F):
73
Ambient Temp. (F):
76
Plastic Unit Wt. (pct'): 151.2
Laboratory Test Data
Set Specimen
No. ID
Diameter
Area
(in)
(sq in)
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
Date
Received
05/02/09
05/02/09
05/02/09
05/02/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
05/01/09 Sample Time: 1330
Koda W. Shadix
Cloudy
30 Batch Size (cy): 10
Direct Discharge
0
0
Oal(grove Lane, right lane at Sta. 9 +75
Paving, right lane Oal(grove Lane at
Sta. 9+11-9+80; Halifax Drive at Sta.
9+11- 10+00; Edinburgh Lane at Sta.
9+10-11+00
Maximum Compressive
Load
Age at
Date
Test
Tested
(days)
05/04/09
3
05/08/09
7
05/29/09
28
05/29/09
28
05/01/09 Sample Time: 1330
Koda W. Shadix
Cloudy
30 Batch Size (cy): 10
Direct Discharge
0
0
Oal(grove Lane, right lane at Sta. 9 +75
Paving, right lane Oal(grove Lane at
Sta. 9+11-9+80; Halifax Drive at Sta.
9+11- 10+00; Edinburgh Lane at Sta.
9+10-11+00
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
116,570
4,120 5
136,000
4,810 2
Comments:
Samples Made By: Terracon
Services: Obmin samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Koda W. Shadix Started: 1200
Reported To: Finished: 1600
Contractor: Tiseo
Report Distribution:
(1) Ulv ,d' Coppell "I IN (1) Huiu Zollars Inc
( I ) risen Porvinp C ompally
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM CIA 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 I
('ItUnul 1-30-111) R,, '_
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0085 Irerracon
Service Date: 04/10/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/11/09 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
Truck No.: 181
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
1
4.5
70
53
Plastic Unit Wt. (pcf): 152.8
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/11/09
1 2
6.00
28.27
04/11/09
1 3
6.00
28.27
04/11/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/10/09 Sample Time: 0800
Louis J. DeRossi
Sunny
80 Batch Size (cy): 10
Direct Discharge
0
0
Pavement at Sta. 19 +80
Southbound Coppell Road from Sta.
18 +00 to Sta. 35 +00
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
04/17/09
7
153,620
5,430
4
05/08/09
28
199,040
7,040
2
05/08/09
28
196,530
6,950
2
Average (28 days)
7,000
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Terracon Rep.: Louis J. DeRossi
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell TX
(I) Tiseo Paving Company
(1) Huitt Zollars Inc
Started: 0600
Finished: 1500
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.
CR0001, 4- 30.09, Rev.z Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0085 . Irerracon
Service Date: 04/10/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/11/09 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 15019
Project Number: 94081163
Material Information
Sample Information
Specified Strength: 4,000 psi cr 28 days
Mix ID: 2501M
Supplier: Tiseo Paving
Batch Time: 0935 Plant:
Truck No.: 165 Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
2
4.6
72
59
152.4
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
04/11/09
2
2
6.00
28.27
04/11/09
2
3
6.00
28.27
04/11/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/10/09 Sample Time: 0950
Louis J. DeRossi
Sunny
260 Batch Size (cy): 10
Direct Discharge
0
0
Pavement at Sta. 25 +50
Southbound Coppell Road from Sta.
18 +00 to Sta. 35 +00
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/17/09
7
138,060
05/08/09
28
188,650
05/08/09
28
190,500
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,880
2
6,670
4
6,740
4
6,710
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Terracon Rep.: Louis J. DeRossi Started: 0600
Reported To: Finished: 1500
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.
cROOO1, aao -ov, aev.2 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081163.0085 Herracon
Service Date: 04/10/09 8901 Carpenter Frwy, Ste 100
Report Date: 05/11/09 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: 1138
Truck No.: 186
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
2
4.6
70
60
Plastic Unit Wt. (pcf): 152.8
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
3
1
6.00
28.27
04/11/09
3
2
6.00
28.27
04/11/09
3
3
6.00
28.27
04/11/09
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
04/10/09 Sample Time: 1155
Louis J. DeRossi
Sunny
470 Batch Size (cy): 10
Direct Discharge
0
0
Pavement at Sta. 31 +00
Southbound Coppell Road from Sta.
18 +00 to Sta. 35 +00
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
04/17/09
7
138,500
4,900
2
05/08/09
28
172,280
6,090
2
05/08/09
28
192,680
6,820
2
Average (28 days)
6,460
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
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: 0600
Finished: 1500
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.
CR0001, 4- 30 -09, Rev.2 Page 3 of 3