ST1002-LR120215CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0028
Service Date: 02/06/12 8901 Carpenter Frwy. Suite 100
Report Date: 02/15/12 Dallas, TX 75247
Task: 214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Project
Old Town Coppell & Bethel Road
#ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information
Specified Strength: 4,200 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1451
Truck No.:
5006
Plant: DA952
Ticket No.: 6292620
Field Test Data
Test
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
02/06/12 Sample Time: 1540
Christopher Amoah
Sunny, breezy
6 Batch Size (cy): 6
Direct Discharge
0
0
North Manhole - Line G @ Sta. 6 +67
Line G, South Manhole @ Sta. 6 +67
and Line D Curb Inlet @ Sta. 0 +68
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
31/2 3 -5
5.5 3-6
68
52
144.7
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
02/07/12
02/13/12
7
125,820
4,450
2
1
2
6.00
28.27
02/07/12
02/13/12
7
123,450
4,370
2
Average
(7 days)
4,410
1
3
6.00
28.27
02/07/12
03/05/12
28
1
4
6.00
28.27
02/07/12
03/05/12
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.: 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 0231, 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 I, 8- 27 -11, Rev.5 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0029
Service Date: 02/07/12 8901 Carpenter Frwy. Suite 100
Report Date: 02/15/12 Dallas, TX 75247
Task: 214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Project
Old Town Coppell & Bethel Road
#ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information
Specified Strength: 4,200 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1358
Truck No.:
5034
Plant: 952
Ticket No.: 6292631
Field Test Data
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
02/07/12 Sample Time: 1450
Christopher Amoah
Cloudy, windy
10 Batch Size (cy): 10
Direct Discharge
0
0
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
31/2 3 -5
5.2 3-6
70
59
145.5
Placement Location:
Curb Inlet, NE corner of Sta. 0 +54,
Line D
Line D curb inlet A Sta. 0 +54,
bottom; Line R grate inlet g Sta.
1 +16 bottom; Line S grate inlet g
Sta. 1 +10 bottom; Storm Sewer, Line
G g Sta. 6 +67, top
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
02/08/12
02/14/12
7
130,660
4,620
4
1
2
6.00
28.27
02/08/12
02/14/12
7
134,510
4,760
4
Average
(7 days)
4,690
1
3
6.00
28.27
02/08/12
03/06/12
28
1
4
6.00
28.27
02/08/12
03/06/12
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.: 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 0231, 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 I, 8- 27 -11, Rev.5 Page 1 of 1
SAMPLE PICK -UP REPORT
Report Number: 94111246.0033
Irerracon
Service Date: 02/08/12
8901 Carpenter Frwy. Suite 100
Report Date: 02/15/12
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: 4
Report No.: 94111246.0029
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Christopher Amoah
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 Reviewed By:
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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 dgr
SAMPLE PICK -UP REPORT
Report Number: 94111246.0034
Irerracon
Service Date: 02/09/12
8901 Carpenter Frwy. Suite 100
Report Date: 02/15/12
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: 4
Report No.: 94111246.0031
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Christopher Amoah
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 Reviewed By:
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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 dgr
SAMPLE PICK -UP REPORT
Report Number: 94111246.0036
Irerracon
Service Date: 02/10/12
8901 Carpenter Frwy. Suite 100
Report Date: 02/15/12
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: 4
Report No.: 94111246.0032
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Christopher Amoah
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 Reviewed By:
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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 dgr
GRADATION REPORT
Irerracon
Report Number: 94111246.0037
1
Main St. N, Sta. 3 +00
100
63
2
Service Date: 02/11/12
8901 Carpenter Frwy. Suite 100
Report Date: 02/15/12
Dallas, TX 75247
Burnett St., Sta. 2 +00
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
TEST LOCATION: Paving Areas
TEST METHOD: NCTCOG
SPECIFICATION REQUIREMENTS:
Minimum Passing 13/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST
NO.
LOCATION
13/4" SIEVE
% PASSING
#4 SIEVE
% PASSING
1
Main St. N, Sta. 3 +00
100
63
2
Main St. S, Sta. 3 +50
100
62
3
Burnett St., Sta. 2 +00
100
64
4
Houston St., Sta. 9 +50
100
60
5
Houston St., Sta. 6 +00
100
63
6
Crockett St., Sta. 1 +80
100
62
Comments:
Services: Soil -Lime Pulverizaton
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Correll TX, Emailed
(1) City of Correll TX, Emailed (1) City of Correll TX, Emailed Reviewed By:
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CT0001, 9- 28-10, Revs Page 1 of 1 dgr
SAMPLE PICK -UP REPORT
Report Number: 94111246.0039
Irerracon
Service Date: 02/11/12
8901 Carpenter Frwy. Suite 100
Report Date: 02/15/12
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: 4
Report No.: 94111246.0035
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Christopher Amoah
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 Reviewed By:
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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 dgr