ST1002-LR120321
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CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0051
Service Date: 02/21/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Revision 1 - 28 -day results Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,200 psi c- 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1345 Plant: 955
Truck No.: 9140 Ticket No.: 64317368
Field Test Data
Test Result Specification
Slump (in): 4 3 -5
Air Content ( %): 5.2 3 -6
Concrete Temp. (F): 70
Ambient Temp. (F): 66
Sample Date:
02/21/12 Sample Time: 1425
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:
Curb Inlet Line H3, Sta. 2 +52, NW
Fracture
corner
Placement Location:
Curb inlets at Line C, Sta. 12 +00,
(sq in)
Line H4, Sta. 2 +23, Line H3, Sta.
Tested
2 +52 all bottom
Plastic Unit Wt. (pcf): 147.9
Yield (Cu. Yds.):
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
02/22/12
02/28/12
7 132,450
4,680
2
1
2
6.00
28.27
02/22/12
02/28/12
7 134,930
4,770
1
Average (7 days)
4,730
1
3
6.00
28.27
02/22/12
03/20/12
28 159,400
5,640
2
1
4
6.00
28.27
02/22/12
03/20/12
28 149,070
5,270
2
Average (28 days)
5,460
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 0143, ASTM C172, ASTM C231, ASTM 01064, 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
Report Number: 94111246.0052
Service Date: 02/21/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Revision 1 - 28 -day results Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0634 Plant: 955
Truck No.: 5013 Ticket No.: 64317287
Field Test Data
Test Result Specification
Slump (in): 3 3 -5
Air Content ( %): 5.0 3 -6
Concrete Temp. (F): 62
Ambient Temp. (F): 38
Sample Date:
02/21/12 Sample Time: 0715
Sampled By:
Christopher Amoah
Weather Conditions:
Clear & light wind
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Southbound at Sta. 4 +00
Placement Location:
Main St., N & S Bound, 400' from
ID
Bethel Rd.
Plastic Unit Wt. (pcf): 147.1
Yield (Cu. Yds.):
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
02/22/12
02/28/12
7 142,780
5,050
2
1
2
6.00
28.27
02/22/12
02/28/12
7 138,640
4,900
2
Average (7 days)
4,980
1
3
6.00
28.27
02/22/12
03/20/12
28 157,690
5,580
4
1
4
6.00
28.27
02/22/12
03/20/12
28 159,640
5,650
4
Average (28 days)
5,620
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
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0052
Service Date: 02/21/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Revision 1 - 28 -day results Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0755 Plant: 955
Truck No.: 1120 Ticket No.: 64317298
Field Test Data
Test Result Specification
Slump (in): 3 1/2 3 -5
Air Content ( %): 4.8 3 -6
Concrete Temp. (F): 60
Ambient Temp. (F): 52
Sample Date:
02/21/12 Sample Time: 0840
Sampled By:
Christopher Amoah
Weather Conditions:
Sunny & little wind
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Southbound at Sta. 1 +80
Placement Location:
Main St., N & S Bound
Plastic Unit Wt. (pcf): 148.3
Yield (Cu. Yds.):
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
2
1
6.00
28.27
02/22/12
02/28/12
7 132,340
4,680
5
2
2
6.00
28.27
02/22/12
02/28/12
7 138,750
4,910
1
Average (7 days)
4,800
2
3
6.00
28.27
02/22/12
03/20/12
28 163,390
5,780
4
2
4
6.00
28.27
02/22/12
03/20/12
28 160,800
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.
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
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0052
Service Date: 02/21/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Revision 1 - 28 -day results Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0917 Plant: 955
Truck No.: 3011 Ticket No.: 64317313
Field Test Data
Test Result Specification
Slump (in): 3 1/2 3 -5
Air Content ( %): 5.0 3 -6
Concrete Temp. (F): 64
Ambient Temp. (F): 55
Sample Date:
02/21/12 Sample Time: 1015
Sampled By:
Christopher Amoah
Weather Conditions:
Sunny & windy
Accumulative Yards:
210 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Northbound at Sta. 3 +85
Placement Location:
Main St., N & S Bound
Plastic Unit Wt. (pcf): 148.3
Yield (Cu. Yds.):
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
3
1
6.00
28.27
02/22/12
02/28/12
7 119,290
4,220
1
3
2
6.00
28.27
02/22/12
02/28/12
7 114,700
4,060
2
Average (7 days)
4,140
3
3
6.00
28.27
02/22/12
03/20/12
28 141,070
4,990
2
3
4
6.00
28.27
02/22/12
03/20/12
28 150,500
5,320
2
Average (28 days)
5,160
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
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM 01064, 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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0052
Service Date: 02/21/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Revision 1 - 28 -day results 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: 4,000 psi a 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1147
Truck No.:
7059
Plant: 955
Ticket No.: 64317345
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:
02/21/12 Sample Time: 1220
Christopher Amoah
Sunny & windy
310 Batch Size (cy): 10
Direct Discharge
Northbound at Sta. 1 +40
Main St., N & S Bound
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 3/4 3 -5
5.0 3 -6
66
62
148.7
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
4
1
6.00
28.27
02/22/12
02/28/12
7 121,980
4,310
2
4
2
6.00
28.27
02/22/12
02/28/12
7 122,840
4,350
2
Average (7 days)
4,330
4
3
6.00
28.27
02/22/12
03/20/12
28 143,160
5,060
2
4
4
6.00
28.27
02/22/12
03/20/12
28 153,010
5,410
2
Average (28 days)
5,240
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 0143, ASTM C172, ASTM C231, ASTM 01064, 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 4 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0093
Service Date: 03/13/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 3,600 psi a 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: 0950 Plant: 111
Truck No.: 118 Ticket No.: 1993066
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
61/4 3 -5
3.5 3 -6
76
71
147.0
Laboratory Test Data
Sample Date:
03/13/12 Sample Time: 1145
Sampled By:
Francisco J. Morillo
Weather Conditions:
Cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
25
Water Added After (gal):
0
Sample Location:
West and east sides
Placement Location:
Paving: at Stamped Entrance
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
1
1
6.00
28.27
03/14/12
03/20/12
1
2
6.00
28.27
03/14/12
03/20/12
1
3
6.00
28.27
03/14/12
04/10/12
1
4
6.00
28.27
03/14/12
04/10/12
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 90,150
3,190
2
7 91,250
3,230
2
Average (7 days)
3,210
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.: Francisco J. Morillo
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 0143, ASTM C172, ASTM C231, ASTM 01064, 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
Report Number: 94111246.0099
Service Date: 03/15/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,500 psi a 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0720 Plant: 95
Truck No.: 5013 Ticket No.: 564318797
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
3 3/4 3 -5
3.1 3 -6
75
68
Sample Date:
03/15/12 Sample Time: 0800
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Main Street - Sta. 0 +50
Placement Location:
Paving - Northbound driveways,
6.00
Main Street from 0 +25 to 2 +50, west
03/16/12
bound Houston from Sta. 6 +50 to
4 105,630
9 +50
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
03/16/12
03/19/12
4 105,630
3,740 5
1
2
6.00
28.27
03/16/12
03/22/12
7
1
3
6.00
28.27
03/16/12
03/22/12
7
1
4
6.00
28.27
03/16/12
04/12/12
28
1
5
6.00
28.27
03/16/12
04/12/12
28
Comments: Not tested for plastic unit weight.
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.: Adam Wood
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
Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM 0172, 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 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0099
Service Date: 03/15/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,500 psi a 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0932 Plant: 95
Truck No.: 3030 Ticket No.: 564318814
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/4 3 -5
3.6 3 -6
74
69
Sample Date:
03/15/12 Sample Time: 1015
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
130 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
20
Water Added After (gal):
0
Sample Location:
Houston Strteet - Sta. 9 +25
Placement Location:
Paving - Northbound driveways,
6.00
Main Street from 0 +25 to 2 +50, west
03/16/12
bound Houston from Sta. 6 +50 to
4 110,450
9 +50
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
2
1
6.00
28.27
03/16/12
03/19/12
4 110,450
3,910 5
2
2
6.00
28.27
03/16/12
03/22/12
7
2
3
6.00
28.27
03/16/12
03/22/12
7
2
4
6.00
28.27
03/16/12
04/12/12
28
2
5
6.00
28.27
03/16/12
04/12/12
28
Comments: Not tested for plastic unit weight.
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.: Adam Wood
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
Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM 0172, 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 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0099
Service Date: 03/15/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,500 psi a 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1517 Plant: 95
Truck No.: 7059 Ticket No.: 564318870
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/15/12 Sample Time: 1615
Adam Wood
Mostly Cloudy
260 Batch Size (cy): 10
Direct Discharge
10
0
Houston Street - Sta. 7 +00
Paving - Northbound driveways,
Main Street from 0 +25 to 2 +50, west
bound Houston from Sta. 6 +50 to
9 +50
Result Specification
43/4 3 -5
3.3 3 -6
78
78
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
3
1
6.00
28.27
03/16/12
03/19/12
4 110,200
3,900 5
3
2
6.00
28.27
03/16/12
03/22/12
7
3
3
6.00
28.27
03/16/12
03/22/12
7
3
4
6.00
28.27
03/16/12
04/12/12
28
3
5
6.00
28.27
03/16/12
04/12/12
28
Comments: Not tested for plastic unit weight.
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.: Adam Wood
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 C143, ASTM 0172, 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 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0101
Service Date: 03/16/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,500 psi a 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0753 Plant: 95
Truck No.: 7058 Ticket No.: 564318895
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/4 3 -5
4.2 3 -6
73
68
Sample Date:
03/16/12 Sample Time: 0848
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
40 Batch Size (cy): 10
Placement Method:
Curb Machine
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Houston Street - Sta. 6 +25
Placement Location:
Paving - Houston Street, west bouund
6.00
driveways, Sta. 6 +00 to 6 +50 and
03/17/12
Main Street, north bound driveways
4 100,410
from Sta. 0 +50 to 5 +00
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
03/17/12
03/20/12
4 100,410
3,550 4
1
2
6.00
28.27
03/17/12
03/23/12
7
1
3
6.00
28.27
03/17/12
03/23/12
7
1
4
6.00
28.27
03/17/12
04/13/12
28
1
5
6.00
28.27
03/17/12
04/13/12
28
Comments: Not tested for plastic unit weight.
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.: Adam Wood
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
Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM 0172, 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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0101
Service Date: 03/16/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,500 psi a 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0936 Plant: 95
Truck No.: 9150 Ticket No.: 564318913
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
4 1/2 3 -5
3.8 3 -6
74
73
Sample Date:
03/16/12 Sample Time: 1030
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Main Street - Sta. 5 +00
Placement Location:
Paving - Houston Street, west bouund
6.00
driveways, Sta. 6 +00 to 6 +50 and
03/19/12
Main Street, north bound driveways
4 114,910
from Sta. 0 +50 to 5 +00
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
2
1
6.00
28.27
03/19/12
03/20/12
4 114,910
4,060 2
2
2
6.00
28.27
03/19/12
03/23/12
7
2
3
6.00
28.27
03/19/12
03/23/12
7
2
4
6.00
28.27
03/19/12
04/13/12
28
2
5
6.00
28.27
03/19/12
04/13/12
28
Comments: Not tested for plastic unit weight.
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.: Adam Wood
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
Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM 0172, 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 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0101
Service Date: 03/16/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,500 psi a 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1236 Plant: 95
Truck No.: 7069 Ticket No.: 562928161
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
4.4 3 -6
78
78
Sample Date:
03/16/12 Sample Time: 1330
Sampled By:
Adam Wood
Weather Conditions:
Mostly cloudy
Accumulative Yards:
230 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Main Street - Sta. 1 +25
Placement Location:
Paving - Houston Street, west bouund
6.00
driveways, Sta. 6 +00 to 6 +50 and
03/19/12
Main Street, north bound driveways
4 112,980
from Sta. 0 +50 to 5 +00
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
3
1
6.00
28.27
03/19/12
03/20/12
4 112,980
4,000 5
3
2
6.00
28.27
03/19/12
03/23/12
7
3
3
6.00
28.27
03/19/12
03/23/12
7
3
4
6.00
28.27
03/19/12
04/13/12
28
3
5
6.00
28.27
03/19/12
04/13/12
28
Comments: Not tested for plastic unit weight.
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.: Adam Wood
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
Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM 0172, 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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94111246.0101
Service Date: 03/16/12 8901 Carpenter Fnvy. Suite 100
Report Date: 03/21/12 Dallas, TX 75247
Task: 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
Material Information Sample Information
Specified Strength: 4,500 psi a 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 1632 Plant: 95
Truck No.: 9105 Ticket No.: 62928186
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/16/12 Sample Time: 1715
Adam Wood
Mostly cloudy
310 Batch Size (cy): 10
Direct Discharge
15
0
Main Street - Sta. 0 +50
Paving - Houston Street, west bouund
driveways, Sta. 6 +00 to 6 +50 and
Main Street, north bound driveways
from Sta. 0 +50 to 5 +00
Result Specification
53/4 3 -5
5.0 3 -6
76
77
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
03/19/12
03/20/12
4 111,600
3,950 4
4
2
6.00
28.27
03/19/12
03/23/12
7
4
3
6.00
28.27
03/19/12
03/23/12
7
4
4
6.00
28.27
03/19/12
04/13/12
28
4
5
6.00
28.27
03/19/12
04/13/12
28
Comments: Not tested for plastic unit weight.
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.: Adam Wood
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 C143, ASTM 0172, 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 4 of 4