ST0702-LR100120CONCRETE COMPRESSIVE STRENGTH TEST REPORT � 111111M
Report Number: 94091 174.0071 lVerracon
Service Date: 01105110 8901 Carpenter Frwy.
Report Date: 01/20/10 Revision 1 Dallas, TX 75247
21 4 - 6 30 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Sample Date:
01/05/10 Sample Time:
1450
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
6.5 Batch Size (cy):
6.5
Batch Time: 1326 Plant:
07
Placement Method:
Direct Discharge
Truck No.: 5030 Ticket No.:
7213536
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 9 +50
Test Result
Specification
Placement Location:
Inlet Tops, S bound Coppell Road
Slump (in): 3 1/2
Air Content (' %o): 4.5
Concrete Temp. (F): 48
Ambient Temp. (F): 35
Plastic Unit Wt. (pef): 145.1
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
01/06/10
01/12/10 7
133,620 4,730
4
1 2 6.00 28.27
01/06/10
01 /19/10 14
142,320 5,030
2
1 3 6.00 28.27
01/06/10
02/02/10 28
1 4 6.00 28.27
01/06/10
02/02/10 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.: Burl E. Thomas Started: 1230
Reported To:
Contractor: lRJ Paving
Report Distribution:
(1) City nr Coppel I Tx
(I) JRJ Paving 1_I'
(1) Freese and Nichols Inc
Finished: 1630
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.
ce000 1.5.21. R-3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0065 ' Irerracan
Service Date: 12/22/09 8901 Carpenter Frwy.
Report Date: 01/20/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1228 Plant: 3
Truck No.: 9141 Ticket No.: 3272344
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Result Specification
4 1/2 3 -5
5.0 3 -6
67
65
142.1
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
12/23/09
1 2
6.00
28.27
12/23/09
1 3
6.00
28.27
12/23/09
1 4
6.00
28.27
12/23/09
Sample Date:
12/22/09 Sample Time: 1345
Sampled By:
Mario A.Garcia
Weather Conditions:
Cloudy, strong breezes
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Bucket
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 2 +20
Placement Location:
Flume, E of Coppell Road and S of
01/19/10
Burns Street, from Sta. 1 +00 to Sta.
144,740
2 +40
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
12/29/09
7
111,720
01105110
14
125,620
01/19/10
28
153,360
01/19/10
28
144,740
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,950
6
4,440
4
5,420
4
5,120
4
5,270
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 tren
samples.
Terracon Rep.: Mario A.Garcia Started: 1130
Reported To: Finished: 1500
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc Reviewed By:
(I) fitJ Paving LP Eric J. leveland, 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.
CR0001, 5.21 -09, Rev.3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0075 Verracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi cr 28 days
Mix ID: 1707
Supplier: Lattimore
Batch Time: 1221 Plant: 7
Truck No.: 9150 Ticket No.: 7213626
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pet):
Result Specification
4 3 -5
6.1 3 -6
50
50
143.2
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Date:
01/11/10 Sample Time: 1314
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
01/12/10
Water Added After (gal):
0
Sample Location:
Sta. 15 +50
Placement Location:
Pavement
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
01/12/10
01/18/10
7
131,970
28.27
01/12/10
01/25/10
14
28.27
01/12/10
02/08/10
28
28.27
01/12/10
02/08/10
28
Compressive
Strength Fracture
(psi) Type
4,670 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement Iocation4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0630
Reported To: Finished: 1830
Contractor: JR.) Paving
Report Distribution:
(1) City olToppell TX (1) Freese and Nichols Inc
(1),IR.I Paving 1 -1'
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 forthe 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.
CBINNII. 5 -21-M. Rce.J Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT IlMll 111111111
Report Number: 94091174.0075 flerracon
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214- 630 -1010 Reg No: F-3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1707
Supplier: Lattimore
Batch Time: 1405 Plant: 7
Truck No.: 5076 Ticket No.: 6364186
Field Test Data
Test
Slump (in):
Air Content ( %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 1/4 3 -5
7.0 3 -6
58
50
143.1
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
I D
(in)
(sq in)
Received
2
1
6.00
28.27
01/12/10
2
2
6.00
28.27
01/12/10
2
3
6.00
28.27
01/12/10
2
4
6.00
28.27
01/12/10
men
Samples Made By: Terracon
Sample Date:
01 /11 /10 Sample Time: 1452
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 17 +25
Placement Location:
Pavement
Maximum
Age at
Date
Test
Tested
(days)
01/18/10
7
01/25/10
14
02/08/10
28
02/08/10
28
Maximum
Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
124,190
4,390 4
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0630
Reported To: Finished: 1830
Contractor: JR.I Paving
Report Distribution:
(1) Cily of Coppell TX (1) Freese and Nichols Inc
(1),IR,I Paving 1.1
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.
OMNI1. 5- I1•119. aw.a Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0075 ierracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi a 28 days
Mix ID:
1707
Supplier:
Lattimore
Batch Time:
1545
Truck No.:
3072
Plant: 7
Ticket No.: 7213657
Field Test Data
Test
Slump (in):
Air Content ( %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
41/2 3 -5
2.1 3 -6
55
48
141.8
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
3
1
6.00
3
2
6.00
3
3
6.00
3
4
6.00
Sample Date:
01/11/10 Sample Time: 1618
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
230 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location:
Sta. 19 +25
Placement Location:
Pavement
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/12/10
01 /18/10
7
28.27
01/12/10
01/25/10
14
28.27
01/12/10
02/08/10
28
28.27
01/12/10
02/08/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
125,870
4,450 2
Comments:
Samples Made By: Teri
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0630
Reported To: Finished: 1830
Contractor: JR.I Paving
Report Distribution:
(1) Cily of Coppell Tx (1) Freese and Nichols Inc
(1)JRJPaving LF
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 forthe 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.
cRU1111. 3-21411). Re11.3 Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0075 Verracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214 - 630 -1010 R eg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1707
Supplier: Lattimore
Batch Time: 1730 Plant: 7
Truck No.: 9106 Ticket No.: 7213673
Field Test Data
Test
Slump (in):
Air Content (' %1):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
4 3 -5
6.1 3 -6
54
46
145.0
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
4
1
6.00
28.27
01/12/10
4
2
6.00
28.27
01/12/10
4
3
6.00
28.27
01/12/10
4
4
6.00
28.27
01/12/10
Sample Date:
01 /11 /10 Sample Time: 1808
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
300 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 22 +50
Placement Location:
Pavement
Age at Maximum Compressive
Date
•Test Load
Strength Fracture
Tested
(days) (lbs)
(psi) Type
01/18/10
7 163,270
5,770 2
01/25/10
14
02/08/10
28
02/08/10
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.: Christopher P. Moran Started: 0630
Reported To:
Contractor: .IR.I Paving
Report Distribution:
(1) Cily ol'G,ppcll'rx
(1),I11.1 Paving U'
(1) Freese mid Nichols Inc
Finished: 1830
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 forthe 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.
CROM11. 5 - -110, Itt'.3 Page 4 of4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 111111111 111111111
Report Number: 94091 174.0077 lVerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd. -
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1524
Truck No.:
7025
Plant: 7
Ticket No.: 7213728
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3
5.0
59
50
145.1
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I I
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Information
Sample Date:
01/12/10 Sample Time: 1645
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
4.5 Batch Size (cy): 4.5
Placement Method:
Direct Discharge
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location:
Approximately at Sta. 10 +00
Placement Location:
Inlet Top, southbound Coppell Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/13/10
01/19/10
7
28.27
01/13/10
01/26/10
14
28.27
01/13/10
02/09/10
28
28.27
01/13/10
02/09/10
28
Maximum
Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
115,710
4,090 4
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.: Burl E. Thomas Started: 1300
Reported To: Finished: 1800
Contractor: .IR.I Paving
Report Distribution: Reviewed By:
(I) City orCoppcll Tx (I) Freese and Nichols Inc ZW/
(i).(R.i Pavin
i.r Eric J. Cleveland, 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 forthe 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.
('1111(NII. 5- 11.110, Itcv.i Page 1 of I