ST1002-LR120603CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Report Number: 94111246.0236
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Service Date: 05/25/12
Load
8901 Carpenter Frwy. Suite 100
Report Date: 06/03/12
No. ID
Dallas, TX 75247
Task:
Received
214 - 630 -1010 Reg No: F -3272
Client
Project
(psi)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
05/26/12
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
1 2
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,000 psi (a�, 28 days
Mix ID: 1261
Supplier: Lattimore
Batch Time: 0719 Plant: 95
Truck No.: 5013 Ticket No.: 564322618
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
4 3 -5
4.2 3 - 6
82
73
145.2
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
05/25/12 Sample Time: 0810
Bernardino Rojas
Partly sunny
20 Batch Size (cy): 10
Direct Discharge
10
0
Sta. 4 +41
Sidewalk Sta. 4 +41 to Sta. 0 +53
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
05/26/12
06/01/12
7
97,230
3,440
2
1 2
6.00
28.27
05/26/12
06/01/12
7
100,250
3,550
2
Average
(7 days)
3,500
1 3
6.00
28.27
05/26/12
06/22/12
28
1 4
6.00
28.27
05/26/12
06/22/12
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.: Bernardino Rojas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CROOO1, 8- 27 -11, Revs Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0234
Sunny & windy
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
5
Service Date: 05/24/12
Sidewalk on Sta. 6 +17
8901 Carpenter Frwy. Suite 100
Report Date: 06/03/12
No. ID
Dallas, TX 75247
Task:
Received
214 - 630 -1010 Reg No: F -3272
Client
Project
(psi)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
05/25/12
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
1 2
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,000 psi (a�, 28 days
Mix ID: 1261
Supplier: Lattimore
Batch Time: 0851 Plant: 95
Truck No.: 9141 Ticket No.: 62931519
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
31/2 3 -5
3.9 3 -6
79
77
146.8
Sample Date:
05/24/12 Sample Time: 0947
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny & windy
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
5
Water Added After (gal):
5
Sample Location:
Sidewalk on Sta. 6 +17
Placement Location:
Sidewalk on Sta. 6 +17 to Sta. 4 +41
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
05/25/12
05/31/12
7
95,840
3,390
2
1 2
6.00
28.27
05/25/12
05/31/12
7
99,800
3,530
2
Average
(7 days)
3,460
1 3
6.00
28.27
05/25/12
06/21/12
28
1 4
6.00
28.27
05/25/12
06/21/12
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.: Bernardino Rojas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CROOO1, 8- 27 -11, Revs Page 1 of 1
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1156 Plant:
Truck No.: 5030 Ticket No.: 62930514
Field Test Data
Test Result Specification
Slump (in): 33/4 3 -5
Air Content ( %): 4.5 3 -6
Concrete Temp. (F): 90
Ambient Temp. (F): 88
Plastic Unit Wt. (pcf): 144.5
Yield (Cu. Yds.):
Sample Date:
05/04/12 Sample Time: 1245
Sampled By:
Christopher Amoah
Weather Conditions:
Sunny, windy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
NE corner
Placement Location:
Bethel Road, westbound from Sta.
ID
16 +05 -Sta. 16 +20
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
05/05/12
05/07/12
3 104,440
3,690
2
1
2
6.00
28.27
05/05/12
05/11/12
7 119,580
4,230
1
1
3
6.00
28.27
05/05/12
05/11/12
7 122,450
4,330
1
Average (7 days)
4,280
1
4
6.00
28.27
05/05/12
06/01/12
28 133,660
4,730
2
1
5
6.00
28.27
05/05/12
06/01/12
28 135,560
4,790
2
Average (28 days)
4,760
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.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CROOO1, 8- 27 -11, Revs Page 1 of 1
Material Information Sample Information
Specified Strength: 3,000 psi (a�, 28 days
Mix ID: 1261
Supplier: Lattimore
Batch Time: 1227 Plant: 955
Truck No.: 9150 Ticket No.: 64321548
Field Test Data
Test Result Specification
Slump (in): 6 1/2 3 -5
Air Content ( %): 6.8 3 -6
Concrete Temp. (F): 85
Ambient Temp. (F): 86
Plastic Unit Wt. (pcf): 142.5
Yield (Cu. Yds.):
Sample Date:
05/03/12 Sample Time: 1311
Sampled By:
Randall Hollis
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sidewalk in front of The House of Style
Placement Location:
Pavement, sidewalk from 448 W.
ID
Bethel Rd to the intersection
(sq in)
Mitchell St.
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
05/04/12
05/07/12
4 90,070
3,190
2
1
2
6.00
28.27
05/04/12
05/10/12
7 108,930
3,850
2
1
3
6.00
28.27
05/04/12
05/10/12
7 109,180
3,860
2
Average (7 days)
3,860
1
4
6.00
28.27
05/04/12
05/31/12
28 125,690
4,450
2
1
5
6.00
28.27
05/04/12
05/31/12
28 122,370
4,330
4
Average (28 days)
4,390
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.: Randall Hollis
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CROOO1, 8- 27 -11, Revs Page 1 of 1
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0243
Service Date: 05/30/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/03/12
Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94111246
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0240
4
94111246.0241
4
Services: Concrete cylinder pickup.
Terracon Rep.: Bernardino Rojas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: ✓ f 4 e Z�Ai
Eric J. Cleveland, P.E.
Senior Project Manager
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.
BC0001, 10- 25-10, Rev.9 Page 1 of 1 sa