ST0702-LR100104CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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: 1701
Supplier: Lattimore
Batch Time: 0634 Plant: #3, #6, and #71
Truck No.: 3014 Ticket No.: 3272113
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
f 1/4 3 -5
3.5 3 -6
55
40
144.0
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
12/18/09
l 2
6.00
28.27
12/18/09
1 3
6.00
28.27
12/18/09
1 4
6.00
28.27
12/18/09
1 5
6.00
28.27
12/18/09
Sample Date:
12/17/09 Sample Time: 0716
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
4
Water Added After (gal):
0
Sample Location:
Sta. 22 +00
Placement Location:
Pavement, Coppell Road from
5,300
Southwestern Blvd. to Bethel Road
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
12/21/09
4
124,140
4,390
4
12/24/09
7
149,820
5,300
2
12/31/09
14
157,350
5,570
4
01/14/10 28
01/14/10 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: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1),IRJPaving 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.
CROW 1, 5 -21-09, Rev.3 Page 1 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT err
Report Number: 94091174.0058
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01 /04/10 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:
1701
Supplier:
Lattimore
Batch Time:
0748 Plant: #3, #6, and #71
Truck No.:
7025 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
4
Water Added After (gal):
0
Sample Location:
Sta. 21 +00
Placement Location:
Pavement, Coppell Road from
Southwestern Blvd. to Bethel Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
12/18/09
5,290
4
28.27
12/18/09
4
7
28.27
12/18/09
14
28.27
12/18/09
28
28.27
12/18/09
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
123,500
4,370
5
149,540
5,290
2
166,760
5,900
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: 0600
Reported To: Finished: 1830
Contractor: M 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.
CROOO1, 5.21 A9, Rev.7 Page 2 of 9
12/21/09
12/24/09
12/31/09
01/14/10
01/14/10
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 lerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 Revision I 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: 0841 Plant: #3, #6, and #71
Truck No.: 7069 Ticket No.: 3272129
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.3 3 -6
53
42
143.8
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
3
5
6.00
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
4
Water Added After (gal):
0
Sample Location:
Sta. 17 +75
Placement Location:
Pavement, Coppell Road from
12/31/09
Southwestern Blvd. to Bethel Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
12/18/09
12/21/09
4
28.27
12/18/09
12/24/09
7
28.27
12/18/09
12/31/09
14
28.27
12/18/09
01/14/10
28
28.27
12/18/09
01/14/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
131,360
4,650
4
139,480
4,930
4
156,250
5,530
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: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (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 ASTK 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 3 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
sm
Report Number: 94091174.0058 Terracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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
Sample Date:
12/17/09 Sample Time:
1120
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
340 Batch Size (cy):
10
Batch Time: 1035 Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 5005 Ticket No.:
3272142
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 15 +50
Test Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump (in): 4
3 -5
Southwestern Blvd. to Bethel Road
Air Content ( %): 3.6
3 -6
Concrete Temp. (F): 61
Ambient Temp. (F): 52
Plastic Unit Wt. (pcf): 145.0
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
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
4 5 6.00 28.27
12/18/09
01/14/10 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: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (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.
CR0001, 5.21 -09, Rev.l Page 4 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 [erracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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:
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. (pcf):
Plant:
#3, #6, and #71
Ticket No.:
6363496
Result
Specification
4
3 -5
4.9
3 -6
60
4
56
5
145.5
Sta. 12 +50
Laboratory Test Data
Set
Specimen
No.
ID
5
1
5
2
5
3
5
4
5
5
Diameter
Area
(in)
(sq in)
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
Date
Received
12/18/09
12/18/09
12/18/09
12/18/09
12/18/09
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
4
Water Added After (gal):
0
Sample Location:
Sta. 12 +50
Placement Location:
Pavement, Coppell Road from
Southwestern Blvd. to Bethel Road
Date
Tested
12/21/09
12/24/09
12/31/09
01/14/10
01/14/10
Age at
Test
(days)
4
7
14
28
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
121,780
4,310
4
141,550
5,010
4
155,110
5,490
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: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1)1RJ 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.
CROOO 1, 5-21-09, Rev.3 Page 5 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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:
1701
Supplier:
Lattimore
Batch Time:
1249 Plant: #3, #6, and #71
Truck No.:
1049 Ticket No.: 3272157
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
4 3 -5
3.7 3 -6
65
56
144.8
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
6
5
6.00
Sample Date:
12/17/09 Sample Time: 1336
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
540 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
4
Water Added After (gal):
0
Sample Location:
Sta. 11 +75
Placement Location:
Pavement, Coppell Road from
12/31/09
Southwestern Blvd. to Bethel Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
12/18/09
12/21/09
4
28.27
12/18/09
12/24/09
7
28.27
12/18/09
12/31/09
14
28.27
12/18/09
01/14/10
28
28.27
12/18/09
01/14/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
115,840
4,100
4
150,920
5,340
4
163,370
5,780
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: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(1) J RJ 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.7 Page 6 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Ireirracon
Report Number: 94091174.0060
Service Date: 12/18/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1329 Plant: 07
Truck No.: 7043 Ticket No.: 7213223
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
65
62
141.6
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
12/19/09
1 2
6.00
28.27
12/19/09
1 3
6.00
28.27
12/19/09
1 4
6.00
28.27
12/19/09
Sample Date:
12/18/09 Sample Time: 1425
Sampled By:
Mario A.Garcia
Weather Conditions:
Sunny, mild breeze
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Bucket
Water Added Before (gal):
15
Water Added After (gal):
0
Sample Location:
Sta. 4 +75
Placement Location:
Flume at E side of Coppell Road, Sta.
4 +00 to Sta. 5 +00
Maximum Compressive
Load
Age at
Date
Test
Tested
(days)
12/25/09
7
01/01/10
14
01115110
28
01115110
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
121,270
4,290 4
132,560
4,690 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compre s'v strength
samples. / ,f
Terracon Rep.: Mario A.Garcia Started: 1230
Reported To: Finished: 1530
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc Reviewed By:
(1) JRJ Paving LP Eric J. Cyveland, 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, R-3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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: 1701
Supplier: Lattimore
Batch Time: 1406 Plant: #3, #6, and #71
Truck No.: 7021 Ticket No.: 3272166
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/4 3 -5
4.3 3 -6
65
56
144.9
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(in)
(sq in)
7
1
6.00
28.27
7
2
6.00
28.27
7
3
6.00
28.27
7
4
6.00
28.27
7
5
6.00
28.27
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: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc
(I).1 RIPaving 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.
CROOOI, 5- 21 -09, Rev.7 Page 7 of 9
Sample Date:
12/17/09 Sample Time: 1450
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
650 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Fracture
Water Added After (gal):
0
Sample Location:
Sta. 8 +45
Placement Location:
Pavement, Coppell Road from
12/18/09
Southwestern Blvd. to Bethel Road
Age at
Maximum
Compressive
Date
Date
Test
Load
Strength
Fracture
Received
Tested
(days)
(lbs)
(psi)
Type
12/18/09
12/21/09
4
102,700
3,630
4
12/18/09
12/24/09
7
117,580
4,160
4
12/18/09
12/31/09
14
149,030
5,270
4
12/18/09
01/14/10
28
12/18/09
01/14/10
28
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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 c@i 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
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: 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 8 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0058
Service Date: 12/17/09
Report Date: 01/04/10 Revision 1
ierracon
8901 Carpenter Frwy.
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
Field Test Data
Water Added After (gal):
0
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. (pef): 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)
(Ibs) (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
9 5 6.00 28.27
12/18/09
01/14/10 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: 0600
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX
(1) 1RJ Paving LP
(1) Freese and 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 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, 5- 21 -09, Rev.3 Page 9 of 9
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0064 Irerracon
Service Date: 12/21/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1157 Plant: 07
Truck No.: 9115 Ticket No.: 7513274
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Laboratory Test Data
Result
4.8
64
64
142.9
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Specification
3 -5
3 -6
Sample Date:
12/21/09 Sample Time: 1255
Sampled By:
Mario A.Garcia
Weather Conditions:
Partly cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Bucket
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location:
Sta. 2 +75
Placement Location:
Flume at E side of Coppell Road, S of
Burns Street, from Sta. 1 +50 to Sta.
28.27
3 +00
Age at
Area
Strength Fracture
(Ibs)
Test
(sq in)
4,460 4
135,690
(days)
28.27
7
28.27
14
28.27
28
28.27
28
Date
Received
12/22/09
12/22/09
12/22/09
12/22/09
Date
Tested
12/28/09
01/04/10
01/18/10
01/18/10
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
126,000
4,460 4
135,690
4,800 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cas compressive strength
samples.
Terracon Rep.: Mario A,Garcia
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (l) Freese and Nichols Inc Reviewed By:
(I)JRJPaving
LP E c Clev and, P.E.
Senior Proje t 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 propert
ies of other apparently similar or identical materials.
CR0001, 5- 21.09, Rev.l Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0057 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 01/04/10 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: 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
Set Specimen
Diameter
No. ID
(in)
I 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
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
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
12/18/09
12/24/09
7
28.27
12/18/09
12/31/09
14
28.27
12/18/09
01/14/10
28
28.27
12/18/09
01/14/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
133,850
4,730 2
145,860
5,160 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.
Teri-aeon Rep.: Burl E. Thomas Started: 1230
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX
(1)JRJPaving 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.
cROOO1, 5- 21 -09. Rev.7 Page 1 of I