ST0702-LR100116CONCRETE COMPRESSIVE STRENGTH TEST REPORT
EM
Report Number: 94091 174.0072 Terracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/16/10 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:
1246
Truck No.:
7064
Field Test Data
Test
Slump (in):
Air Content ( %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (Pei):
Plant: 7
Ticket No.: 7213589
Result Specification
4 3 -5
5.3 3 -6
50
40
146.7
Sample Date: 01/06/10 Sample Time: 1321
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 320 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 14 +25
Placement Location: Pavement from Sta. 2 +50 to Sta. 16+00
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
6 1 6.00
28.27
01/07/10
01/13/10
7
166,100
5,880 4
6 2 6.00
28.27
01/07/10
01/20/10
14
6 3 6.00
28.27
01/07/10
02/03/10
28
6 4 6.00
28.27
01/07/10
02/03/10
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: 0600
Reported To: Finished: 1600
Contractor: .IR.I Paving
Report Distribution:
(1) City orcoppell Tx (1) Freese and Nichols Inc Reviewed By:
(1),IRJ Paving 1_11 jEricJ. and, 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.
CROW 1. s- xt•rn,. Roll.3 Page 6 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0072 'in Velamracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/16/10 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: 1042 Plant: 7
True]( No.: 7059 Ticket No.: 6364107
Field Test Data
Tes t
Slump (in):
Air Content ( %.):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
33/4 3 -5
6.1 3 -6
50
41
144.5
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
5
1
6.00
5
2
6.00
5
3
6.00
5
4
6.00
Sample Date:
01/06/10 Sample Time: 1128
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
420 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
7
Water Added After (gal):
0
Sample Location:
Sta. 12 +50
Placement Location:
Pavement frotn Sta. 2 +50 to Sta. 16 +00
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/07/10
01/13/10
7
28.27
01/07/10
01/20/10
14
28.27
01/07/10
02/03/10
28
28.27
01/07/10
02/03/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
126,310
4,470 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0600
Reported To: Finished: 1600
Contractor: JRJ Paving
Report Distribution:
(1) City ol'Coppell Tx (1) Freese and Nichols Inc
(1).111.1 Paving LP
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.
CRnabl, 5- 21-0 ncv3 Page 5 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091 174.0072
Service Date: 01 /06 /10 8901 Carpenter Frwy.
Report Date: 01/16/10 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: 0958
Truck No.: 1039
Plant: 7
Ticket No.: 6364078
Field Test Data
Test
Slump (in):
Air Content (%)):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
41/2 3 -5
6.3 3 -6
50
40
143.5
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
4
1
6.00
28.27
01/07/10
4
2
6.00
28.27
01/07/10
4
3
6.00
28.27
01/07/10
4
4
6.00
28.27
01/07/10
Sample Date:
01/06/10 Sample Time: 1042
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
350 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location:
Sta. 10 +00
Placement Location:
Pavement fi•om Sta. 2 +50 to Sta. 16+00
Maximum
Age at
Date
Test
Tested
(days)
01/13/10
7
01 /20/10
14
02/03/10
28
02/03/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
133,450
4,720 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.: Christopher P. Moran
Reported To:
Contractor: JRJ Paving
Report Distribution:
Started: 0600
Finished: 1600
(1) Cily or Coppell Tx (1) Freese and Nichols hlc
(I)1RJPaving 1-I
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.
CIMM, 5.21 -IN, R-3 Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT ffim
Report Number: 94091 174.0072 Ferracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/16/10 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: 0930 Plant: 7
Truck No.: 1027 Ticket No.: 6364293
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
5.3 3 -6
49
40
145.5
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
3
I
6.00
3
2
6.00
3
3
6.00
3
4
6.00
Sample Date: 01/06/10 Sample Time: 1012
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 280 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 7 +50
Placement Location: Pavement from Sta. 2 +50 to Sta. 16 +00
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
01/07/10
01/13/10
7
153,470
28.27
01/07/10
01/20/10
14
28.27
01/07/10
02/03/10
28
28.27
01/07/10
02/03/10
28
Compressive
Strength Fracture
(psi) Type
5,430 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.: Christopher P. Moran Started: 0600
Reported To: Finished: 1600
Contractor: .IR.1 Paving
Report Distribution:
(I) ci ly or coppcl I 'rx (1) Freese and Nichols Inc
(1)JRJPaving LP
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.
cuUeau_ 5.21.01,, Re". Page 3 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0072 [erracon
Service Date: 01 /06 /10 8901 Carpenter Frwy.
Report Date: 01/16/10 Dallas, TX 75247
214- 630 -1010 Reg N o:F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attu: 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: 0838 Plant: 7
Truck No.: 9113 Ticket No.: 6364084
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 3 -5
7.2 3 -6
49
40
142.4
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
I
6.00
2
2
6.00
2
3
6.00
2
4
6.00
Sample Date:
01/06/10 Sample Time: 0932
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
130 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 4 +00
Placement Location:
Pavement from Sta. 2 +50 to Sta. 16 +00
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/07/10
01/13/10
7
28.27
01/07/10
01/20/10
14
28.27
01/07/10
02/03/10
28
28.27
01/07/10
02/03/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
126,540
4,480 2
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: 0600
Reported To: Finished: 1600
Contractor: JRJ Paving
Report Distribution:
(1) Cily of Coppell Tx (1) Freese and Nichols Inc
(1),IRJ hiving 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.
Page 2 orb
('ILINNI I. 5.21-09. I(C�'.}
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0072 imle, I VLUn
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/16/10 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client Project
City of Coppel I 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: 0755 Plant: 7
Truck No.: 3012 Ticket No.: 7213540
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/4 3 -5
5.0 3 -6
50
40
146.2
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I I
6.00
I 2
6.00
I 3
6.00
I 4
6.00
Sample Date: 01106110 Sample Time: 0831
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 30 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):5
Water Added After (gal): 0
Sample Location: Sta. 2 +90
Placement Location: Pavement fi•om Sta. 2 +50 to Sta. 16 +00
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/07/10
01/13/10
7
28.27
01/07/10
01/20/10
14
28.27
01/07/10
02/03/10
28
28.27
01/07/10
02/03/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
148,780
5,260 4
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.: Christopher P. Moran Started: 0600
Reported To:
Contractor: IRJ Paving
Report Distribution:
(1) City orCoppelI rx
(1)JRJPavinE LP
(1) Freese and Nichols Inc
Finished: 1600
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 6