ST0702-LR100114CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0057 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 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: 1348 Plant: 7
Truck No.: 1025 Ticket No.: 7213113
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5 3 -5
4.5 3 -6
60
55
145.1
Laboratory Test Data
Sample Date:
12/17/09 Sample Time:
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
19 Batch Size (cy): 9
Placement Method:
Bucket
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 5 +50
Placement Location:
Flume Bottom, Sta. 5 +00 to 6 +00
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
12/18/09
12/24/09
1 2
6.00
28.27
12/18/09
12/31/09
1 3
6.00
28.27
12/18/09
01/14/10
1 4
6.00
28.27
12/18/09
01/14/10
Age at
Maximum
Test
Load
(days)
(lbs)
7
133,850
14
145,860
28
184,430
28
172,350
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,730
2
5,160
2
6,520
4
6,100
4
6,310
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 1230
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX
(1) JRJ Paving LP
(1) Freese and Nichols Inc
Finished: 1430
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, 5- 21 -09, Rcv.3 Page t of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Ferracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 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: 3,600 psi @ 28 days
Sample Date:
12/17/09 Sample Time:
0716
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
20 Batch Size (cy):
10
Batch Time: 0634 Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 3014 Ticket No.:
3272113
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 22 +00
Test Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump (in): 3 1/4
3 -5
Southwestern Blvd. to Bethel Road
Air Content ( %): 3.5
3 -6
Concrete Temp. (F): 55
Ambient Temp. (F): 40
Plastic Unit Wt. (pcf): 144.0
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
12/18/09
12/21/09 4
124,140 4,390
4
1 2 6.00 28.27
12/18/09
12/24/09 7
149,820 5,300
2
1 3 6.00 28.27
12/18/09
12/31/09 14
157,350 5,570
4
1 4 6.00 28.27
12/18/09
01/14/10 28
195,310 6,910
4
1 5 6.00 28.27
12/18/09
01/14/10 28
195,890 6,930
4
Average (28 days) 6,920
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) JRJ 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.
CR0001, 5- 21 -09, ReO Page 1 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerrocan
Report Number: 94091174.0058
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 Revision 2 Dallas, TX 75247
214- 630 -101 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 c@i 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
0748
Truck No.:
7025
Plant: #3, #6, and #71
Ticket No.: 7213058
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
23/4 3 -5
4.0 3 -6
52
42
147.2
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
1
6.00
2
2
6.00
2
3
6.00
2
4
6.00
2
5
6.00
Sample Date:
12/17/09 Sample Time: 0817
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Load
Water Added After (gal):
0
Sample Location:
Sta. 21 +00
Placement Location:
Pavement, Coppell Road from
(lbs)
Southwestern Blvd. to Bethel Road
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) JRJ 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.
CR0001, 5- 21 -09, Rm3 Page 2 of 9
Age at
Maximum
Compressive
Area
Date
Date
Test
Load
Strength
Fracture
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
28.27
12/18/09
12/21/09
4
123,500
4,370
5
28.27
12/18/09
12/24/09
7
149,540
5,290
2
28.27
12/18/09
12/31/09
14
166,760
5,900
4
28.27
12/18/09
01/14/10
28
196,300
6,940
4
28.27
12/18/09
01/14/10
28
181,980
6,440
2
Average (28 days)
6,690
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) JRJ 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.
CR0001, 5- 21 -09, Rm3 Page 2 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 H A E f 0h r r coman
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX
Coppell Road - 9ST07 -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:
1701
Supplier:
Lattimore
Batch Time:
0841
Truck No.:
7069
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant:
#3, #6, and #71
Ticket No.:
3272129
Result
Specification
4
3 -5
4.3
3 -6
53
10
42
Direct Discharge
143.8
Water Added Before (gal):0
Laboratory Test Data
Set Specimen Diameter
No. ID (in)
Area
(sq in)
Date
Received
6.00
6.00
6.00
6.00
6.00
28.27
28.27
28.27
28.27
28.27
12/18/09
12/18/09
12/18/09
12/18/09
12/18/09
Sample Date:
12/17/09 Sample Time:
0931
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
210 Batch Size (cy):
10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 17 +75
Placement Location:
Pavement, Coppell Road from
Southwestern Blvd. to Bethel Road
Age at
Maximum Compressive
Date Test
Load Strength
Fracture
Tested (days)
(lbs) (psi)
Type
12/21/09 4
131,360 4,650
4
12/24/09 7
139,480 4,930
4
12/31/09 14
156,250 5,530
4
01/14/10 28
163,250 5,770
4
01/14/10 28
172,290 6,090
4
Average
(28 days) 5,930
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(I) M 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.
CR0001, 5.21 -09, Rev.) Page 3 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 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: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1035 Plant: #3, #6, and #71
Truck No.: 5005 Ticket No.: 3272142
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Result Specification
4 3 -5
3.6 3 -6
61
52
145.0
Sample Date:
12/17/09 Sample Time: 1120
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
340 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Sta. 15 +50
Placement Location:
Pavement, Coppell Road from
No.
Southwestern Blvd. to Bethel Road
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
12/18/09
12/21/09
4
123,650
4,370
4
4
2
6.00
28.27
12/18/09
12/24/09
7
149,540
5,290
4
4
3
6.00
28.27
12/18/09
12/31/09
14
158,590
5,610
4
4
4
6.00
28.27
12/18/09
01/14/10
28
158,650
5,610
2
4
5
6.00
28.27
12/18/09
01/14/10
28
166,660
5,890
2
Average (28 days)
5,750
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) JRJ 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.
CR0001, 5- 21 -09, Rev.3 Page 4 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT CM
Report Number: 94091174.0058 lerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Material Information
Specified Strength: 3,600 psi @
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1152
Truck No.:
1027
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
28 days
Plant:
#3, 46, and #71
Ticket No.:
6363496
Result
Specification
4
3 -5
4.9
3 -6
60
Area
56
0
145.5
Sta. 12 +50
Project
Coppell Road - #ST07 -02
Bethel Road to
Southwestern Blvd.
Coppell, TX
Project Number: 94091174
Sample Information
Sample Date:
12/17/09 Sample Time: 1241
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
420 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Sta. 12 +50
Placement Location:
Pavement, Coppell Road from
No.
Southwestern Blvd. to Bethel Road
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
5
1
6.00
28.27
12/18/09
12/21/09
4
121,780
4,310
4
5
2
6.00
28.27
12/18/09
12/24/09
7
141,550
5,010
4
5
3
6.00
28.27
12/18/09
12/31/09
14
155,110
5,490
4
5
4
6.00
28.27
12/18/09
01/14/10
28
177,070
6,260
4
5
5
6.00
28.27
12/18/09
01/14/10
28
173,950
6,150
2
Average (28 days)
6,210
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) JRJ 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.
CR0001, 5- 21-09, Rev.l Page 5 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 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: 3,600 psi @ 28
days
Sample Date:
12/17/09 Sample Time:
1336
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
540 Batch Size (cy):
10
Batch Time: 1249 Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 1049 Ticket No.:
3272157
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 11 +75
Test Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump (in): 4
3 -5
Southwestern Blvd. to Bethel Road
Air Content ( %): 3.7
3 -6
Concrete Temp. (F): 65
Ambient Temp. (F): 56
Plastic Unit Wt. (pcf): 144.8
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
6 1 6.00 28.27
12/18/09
12/21/09 4
115,840 4,100
4
6 2 6.00 28.27
12/18/09
12/24/09 7
150,920 5,340
4
6 3 6.00 28.27
12/18/09
12/31/09 14
163,370 5,780
4
6 4 6.00 28.27
12/18/09
01/14/10 28
194,160 6,870
4
6 5 6.00 .28.27
12/18/09
01/14/10 28
177,070 6,260
4
Average (28 days) 6,570
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To:
Contractor: JRJ Paving
Report Distribution:
Finished: 1830
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) JRJ 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.
CR0001, 5 -21 -09, Rm3 Page 6 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 lerracan
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 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: 3,600 psi @ 28 days
Sample Date:
12/17/09 Sample Time:
1450
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
650 Batch Size (cy):
10
Batch Time: 1406 Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 7021 Ticket No.:
3272166
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 8 +45
Test Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump (in): 41/4
3 -5
Southwestern Blvd. to Bethel Road
Air Content ( %): 4.3
3 -6
Concrete Temp. (F): 65
Ambient Temp. (F): 56
Plastic Unit Wt. (pef): 144.9
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
7 1 6.00 28.27
12/18/09
12/21/09 4
102,700 3,630
4
7 2 6.00 28.27
12/18/09
12/24/09 7
117,580 4,160
4
7 3 6.00 28.27
12/18/09
12/31/09 14
149,030 5,270
4
7 4 6.00 28.27
12/18/09
01/14/10 28
152,610 5,400
4
7 5 6.00 28.27
12/18/09
01/14/10 28
162,240 5,740
4
Average (28 days) 5,570
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 strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) RU 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.
CR0001. 5.21 -09, Rev.3 Page 7 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 Revision 2 Dallas, TX 75247
214 - 63 0 -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: 1701
Supplier: Lattimore
Batch Time: 1527 Plant: #3, #6, and #71
Truck No.: 1049 Ticket No.: 3272175
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.9 3 -6
65
57
142.7
Laboratory Test Data
Sample Date:
12/17/09 Sample Time: 1604
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
730 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
Sta. 6 +00
Placement Location:
Pavement, Coppell Road from
8
Southwestern Blvd. to Bethel Road
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
8
1
6.00
28.27
12/18/09
12/21/09
8
2
6.00
28.27
12/18/09
12/24/09
8
3
6.00
28.27
12/18/09
12/31/09
8
4
6.00
28.27
12/18/09
01/14/10
8
5
6.00
28.27
12/18/09
01/14/10
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
4
104,920
3,710
4
7
140,650
4,970
4
14
145,290
5,140
4
28
163,730
5,790
4
28
160,910
5,690
4
Average (28 days)
5,740
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 strength
samples.
Teri Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(I) JRJ 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.
CR0001, 5.21 -09, Rev.J Page 8 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/14/10 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: 3,600 psi @ 28 days
Sample Date:
12/17/09 Sample Time:
1715
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
830 Batch Size (cy):
10
Batch Time: 1619 Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 9114 Ticket No.:
6363524
Water Added Before (gal):5
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 4 +75
Test Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump (in): 4 1/2
3 -5
Southwestern Blvd. to Bethel Road
Air Content ( %): 3.9
3 -6
Concrete Temp. (F): 65
Ambient Temp. (F): 51
Plastic Unit Wt. (pcf): 144.6
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
9 1 6.00 28.27
12/18/09
12/21/09 4
112,360 3,970
4
9 2 6.00 28.27
12/18/09
12/24/09 7
134,470 4,760
4
9 3 6.00 28.27
12/18/09
12/31/09 14
163,220 5,770
4
9 4 6.00 28.27
12/18/09
01/14/10 28
192,240 6,800
4
9 5 6.00 28.27
12/18/09
01/14/10 28
185,110 6,550
4
Average
(28 days) 6,680
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 str r
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution: Reviewed By:
(1) City ofCoppell TX (1) Freese and Nichols Inc
(1) JRJ Paving LP 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 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.J Page 9 of 9