ST0702-LR100121CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0072 Irerrocan
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Revision 1 Dallas, TX 75247
214- 630 -1010 ReQ No: F -3272
Client Project
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Material 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. (pct)
Result Specification
3 1/4 3 -5
5.0 3 -6
50
40
146.2
Laboratory Test Data
Coppell Road - #ST07 -02
Bethel Road to
Southwestern Blvd.
Coppell, TX
Proiect Number: 94091174
Sample Information
Sample Date: 01/06/10 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
Set Specimen
Diameter
Area
Date
Date
No. 1 D
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
01/07/10
01/13/10
1 2
6.00
28.27
01/07/10
01/20/10
1 3
6.00
28.27
01 /07/10
02/03/10
1 4
6.00
28.27
01/07/10
02/03/10
Comments:
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
7
148,780
5,260 4
14
163,330
5,780 2
28
28
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: IRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols hic
(I) JR1 P;rcinp 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.
('10100. 5-2 1 .09. 11 1, Page I of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0072 Irerracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Revision 1 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 ct 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. (pct):
Result Specification
5 3 -5
7.2 3 -6
49
40
142.4
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
Laboratory Test Data
Set Specimen
No. ID
2 1
2 2
2 3
2 4
mments:
Diameter
Area
Date
Date
(in)
(sq in)
Received
Tested
6.00
28.27
01 /07/ ] 0
01 /13/10
6.00
28.27
01/07/10
01/20/10
6.00
28.27
01 /07/ 10
02/03/10
6.00
28.27
O 1 /07/ 10
02/03/10
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load S
Strength Fracture
(lbs) (
(psi) Type
126,540 4
4,480 2
147,930 5
5,230 2
.a Page 2 ot'G
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 1 111111111
Report Number: 94091 174.0072 [erracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Revision 1 Dallas, TX 75247
214- 630 -10 10 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
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
153,470
5,430 4
163,100
5,770 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationn4 perform requited field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0600
Reported To:
Contractor: .IR.I Paving
Report Distribution:
(1) City of Coppell TX
(1) JRJ Paving 1.1'
(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 vgere 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.
CK0101. 9- 21 -119, eea.J Page 3 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT ME
Report Number: 94091 174.0072 lerracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of coppel I 'rx
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppel I, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1707
Supplier: Lattimore
Batch Time: 0958 Plant: 7
Truck No.: 1039 Ticket No.: 6364078
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (P):
Ambient Temp. (P):
Plastic Unit Wt. (pct):
Result Specification
4 1/2 3 -5
6.3 3 -6
50
40
143.5
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
4
I
6.00
4
2
6.00
4
3
6.00
4
4
6.00
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 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
133,450
4,720 4
145,650
5,150 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: JR.1 Paving
Report Distribution:
(1) City of' CoppelI Tx (1) Freese mid Nichols tic
(1),IR.I 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.
CRAH , i t- N , te�•�. Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0072 Verracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Revision 1 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: 1042 Plant: 7
Truck No.: 7059 Ticket No.: 6364107
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3374 3 -5
6.1 3 -6
50
41
144.5
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
01/13/10
Water Added After (gal):
0
Sample Location:
Sta. 12 +50
Placement Location:
Pavement from Sta. 2 +50 to Sta. 16 +00
Laboratory Test Data
Set Specimen
No. I D
Diameter
Area
Date
Date
(in)
(sq in)
Received
Tested
6.00
28.27
01/07/10
01/13/10
6.00
28.27
01 /07/ 10
01/20/10
6.00
28.27
01 /07/ 10
02/03/10
6.00
28.27
01/07/10
02/03/10
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
126,310
4,470 4
146,900
5,200 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: .IRJ Paving
Report Distribution:
(I) City ul' Coppell 'I'x (I) Freese and Nichols Inc
(I) JR.I Paying 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 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.
cluuxn. 3•31.01
,, lip, -.; Page 5 of G
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0072 Ifierracon
Service Date: 01/06/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Revision 1 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. (pef):
Plant:
7
Ticket No.:
7213589
Result
Specification
4
3 -5
5.3
3 -6
50
6.00
40
3
146.7
6
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
6
1
6.00
6
2
6.00
6
3
6.00
6
4
6.00
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
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
166,100
5,880 4
182,200
6,440 2
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast
samples.
Terracon Rep.: Christopher P. Moran Started: 0600
Reported To: Finished: 1600
Contractor: .IR.I Paving
Report Distribution:
(1) Cily or Coppell TX (1) Freese and Nichols Inc Reviewed By:
(I)JR.I Paving IT Eric J Cleveland, P.E.
Seniot 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.
OWN) I. 5.21.M. Ilcr.i Page 6 of 6
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 11101 IM
Report Number: 94091 174.0078 'IffiVerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Ricl< 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time:
Truck No.: 9115
Field Test Data
Plant: 07
Ticket No.: 7213807
Test
Slump (in):
Air Content ('%1):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5172
3.8
55
40
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:
01/13/10 Sample Time:
Sampled By:
John Halverson
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy):
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location:
North of railroad tracks
Placement Location:
Two inlets at northbound side of road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/14/10
01/20/10
7
28.27
01/14/10
01/27/10
14
28.27
01/14/10
02/10/10
28
28.27
01/14/10
02/10/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
152,120
5,380 2
Comments: Not tested for plastic unit weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressi strength
samples.
Terracon Rep.: Terry Smith Insp /Testing Started: 1400
Reported To: Finished: 1730
Contractor: JRJ Paving
Report Distribution:
(1) City or Coppell 'rx (1) Freese and Nichols Inc Reviewed By:
(t).1R.11';iviaE Ll' Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, 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.
CWX)01. 5.21.00 (i , 3 Page 1 of I