ST1002-LR120427Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID:
1851
Supplier:
Lattimore
Batch Time:
0647
Truck No.:
7008
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant: 955
Ticket No.:
Result Specification
5 1/2 3 -5
4.3 3 -6
74
60
146.8
Sample Date:
03/26/12 Sample Time: 0738
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Alley - Sta. 2 +15
Placement Location:
Paving - Alley south of Crockett, Sta.
ID
0 +00 to 2 +50 and Parking along the
(sq in)
north side of Houston Street from Sta.
Tested
0 +00 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
03/27/12
03/30/12
4 113,740
4,020
4
1
2
6.00
28.27
03/27/12
04/02/12
7 126,770
4,480
2
1
3
6.00
28.27
03/27/12
04/02/12
7 125,740
4,450
2
Average (7 days)
4,470
1
4
6.00
28.27
03/27/12
04/23/12
28 157,470
5,570
2
1
5
6.00
28.27
03/27/12
04/23/12
28 162,710
5,760
4
Average (28 days)
5,670
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.: Jonathan O'Connor
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX Emailed
(1) City of Coppell TX Emailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX Emailed
(1) City of Coppell TX Emailed
(1) 7R7 Paving LP, Emailed
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 3
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0835 Plant: 955
Truck No.: 1120 Ticket No.: 64319368
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
6 3 -5
4.4 3 -6
76
60
14.0
Sample Date:
03/26/12 Sample Time: 0944
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
100 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Houston parking Sta. 3 +35
Placement Location:
Paving - Alley south of Crockett, Sta.
ID
0 +00 to 2 +50 and Parking along the
(sq in)
north side of Houston Street from Sta.
Tested
0 +00 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
03/27/12
03/30/12
4 110,940
3,920
5
2
2
6.00
28.27
03/27/12
04/02/12
7 118,650
4,200
2
2
3
6.00
28.27
03/27/12
04/02/12
7 120,090
4,250
2
Average (7 days)
4,230
2
4
6.00
28.27
03/27/12
04/23/12
28 150,260
5,310
4
2
5
6.00
28.27
03/27/12
04/23/12
28 150,960
5,340
2
Average (28 days)
5,330
Comments:
Average compressive strength of 28 day cylinders complies with the specified strength. 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.: Jonathan O'Connor
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX Emailed
(1) City of Coppell TX Emailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX Emailed
(1) City of Coppell TX Emailed
(1) 7R7 Paving LP, Emailed
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 2 of 3
Material Information Sample Information
Specified Strength: 4,500
psi (a�, 28 days
Sample Date:
03/26/12 Sample Time: 1138
Age at Maximum
Sampled By:
Jonathan O'Connor
Mix ID: 1851
Specimen Diameter
Weather Conditions:
Clear
Supplier: Lattimore
Date
Accumulative Yards:
200 Batch Size (cy): 10
Batch Time: 1038
Plant: 955
Placement Method:
Direct Discharge
Truck No.: 7058
Ticket No.: 64319385
Water Added Before (gal):
8
Field Test Data
Type
Water Added After (gal):
0
6.00
28.27
Sample Location:
Houston parking Sta. 1 +25
Test
Result Specification
Placement Location:
Paving - Alley south of Crockett, Sta.
Slump (in):
41/2 3 -5
28.27
0 +00 to 2 +50 and Parking along the
Air Content ( %):
4.4 3 -6
4,740
north side of Houston Street from Sta.
Concrete Temp. (F):
83
6.00
0 +00 to 5 +00
Ambient Temp. (F):
68
7 140,170
4,960
Plastic Unit Wt. (pcf):
145.2
Yield (Cu. Yds.):
Average (7 days)
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
03/27/12
03/30/12
4 114,950
4,070
4
3
2
6.00
28.27
03/27/12
04/02/12
7 133,910
4,740
2
3
3
6.00
28.27
03/27/12
04/02/12
7 140,170
4,960
4
Average (7 days)
4,850
3
4
6.00
28.27
03/27/12
04/23/12
28 165,470
5,850
2
3
5
6.00
28.27
03/27/12
04/23/12
28 167,450
5,920
4
Average (28 days)
5,890
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.: Jonathan O'Connor
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 3 of 3
Material Information Sample Information
Specified Strength: 3,600 psi (a�, 28 days
Mix ID: 1083
Supplier: Southern Star
Batch Time: Plant: 125
Truck No.: 7097 Ticket No.: 1998653
Field Test Data
Test Result Specification
Slump (in): 5 1/2 3 -5
Air Content ( %): 5.8 3 -6
Concrete Temp. (F): 84
Ambient Temp. (F): 74
Plastic Unit Wt. (pcf): 143.5
Yield (Cu. Yds.):
Sample Date:
03/26/12 Sample Time: 1308
Sampled By:
Jonathan O'Connor
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:
South side of crosswalk
Placement Location:
Paving - crosswalk (a�, intersection of
ID
Bethel and South Coppell
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
03/27/12
03/29/12
3 88,490
3,130
5
1
2
6.00
28.27
03/27/12
04/02/12
7 100,230
3,550
2
1
3
6.00
28.27
03/27/12
04/02/12
7 99,300
3,510
2
Average (7 days)
3,530
1
4
6.00
28.27
03/27/12
04/23/12
28 117,590
4,160
5
1
5
6.00
28.27
03/27/12
04/23/12
28 114,320
4,040
4
Average (28 days)
4,100
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.: Jonathan O'Connor
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: 0649 Plant: 955
Truck No.: 5028 Ticket No.: 64319492
Field Test Data
Test Result Specification
Slump (in): 5 1/2 3 -5
Air Content ( %): 4.2 3 -6
Concrete Temp. (F): 77
Ambient Temp. (F): 62
Plastic Unit Wt. (pcf): 148.2
Yield (Cu. Yds.):
Sample Date:
03/27/12 Sample Time: 0742
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
450' north of Travis
Placement Location:
Paving - Alley between East Main and
ID
South Coppell from Travis to Houston
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
03/28/12
03/31/12
4 125,640
4,440
4
1
2
6.00
28.27
03/28/12
04/03/12
7 134,780
4,770
2
1
3
6.00
28.27
03/28/12
04/03/12
7 135,190
4,780
2
Average (7 days)
4,780
1
4
6.00
28.27
03/28/12
04/24/12
28 145,370
5,140
2
1
5
6.00
28.27
03/28/12
04/24/12
28 156,900
5,550
2
Average (28 days)
5,350
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.: Jonathan O'Connor
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX Emailed
(1) City of Coppell TX Emailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX Emailed
(1) City of Coppell TX Emailed
(1) 7R7 Paving LP, Emailed
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 2
Material Information Sample Information
Specified Strength: 4,500
psi (a�, 28 days
Sample Date:
03/27/12 Sample Time: 0930
Age at Maximum
Sampled By:
Jonathan O'Connor
Mix ID: 1851
Specimen Diameter
Weather Conditions:
Clear
Supplier: LAttimore
Date
Accumulative Yards:
120 Batch Size (cy): 10
Batch Time: 0841
Plant: 955
Placement Method:
Direct Discharge
Truck No.: 7058
Ticket No.: 64319511
Water Added Before (gal):
10
Field Test Data
Type
Water Added After (gal):
0
6.00
28.27
Sample Location:
160' north of Travis
Test
Result Specification
Placement Location:
Paving - Alley between East Main and
Slump (in):
61/4 3 -5
28.27
South Coppell from Travis to Houston
Air Content ( %):
4.2 3 -6
4,390
4
Concrete Temp. (F):
75
6.00
28.27
Ambient Temp. (F):
66
7 128,740
4,550
Plastic Unit Wt. (pcf):
146.3
Yield (Cu. Yds.):
Average (7 days)
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
03/28/12
03/31/12
4 112,800
3,990
5
2
2
6.00
28.27
03/28/12
04/03/12
7 124,030
4,390
4
2
3
6.00
28.27
03/28/12
04/03/12
7 128,740
4,550
4
Average (7 days)
4,470
2
4
6.00
28.27
03/28/12
04/24/12
28 165,470
5,850
2
2
5
6.00
28.27
03/28/12
04/24/12
28 154,550
5,470
2
Average (28 days)
5,660
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.: Jonathan O'Connor
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 2 of 2
Material Information Sample Information
Specified Strength: 4,200 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1353 Plant:
Truck No.: 5034 Ticket No.: 62928465
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 -5
3.7 3 -6
84
76
147.2
Sample Date:
03/27/12 Sample Time: 1502
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
North side of Travis at Hammond
Placement Location:
Inlets - north side of Travis
ID
Hammond & South Coppell and south
(sq in)
side of Travis (a�, east sid eof
Tested
Hammond
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
03/28/12
03/31/12
4 106,530
3,770
4
1
2
6.00
28.27
03/28/12
04/03/12
7 116,520
4,120
2
1
3
6.00
28.27
03/28/12
04/03/12
7 117,750
4,170
2
Average (7 days)
4,150
1
4
6.00
28.27
03/28/12
04/24/12
28 137,180
4,850
2
1
5
6.00
28.27
03/28/12
04/24/12
28 141,650
5,010
2
Average (28 days)
4,930
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.: Jonathan O'Connor
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: 0636 Plant: 955
Truck No.: 7008 Ticket No.: 64319572
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
41/2 3 -5
3.0 3 -6
80
65
149.1
Sample Date:
03/28/12 Sample Time: 0747
Sampled By:
Jonathan O'Connor
Weather Conditions:
Cloudy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
NE corner of the intersection
Fracture
Houston
Placement Location:
Paving - Alley between East Main and
(sq in)
South coppell and intersections
Tested
Houston and Travis
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
03/29/12
04/02/12
5 142,720
5,050
2
1
2
6.00
28.27
03/29/12
04/04/12
7 143,490
5,080
3
1
3
6.00
28.27
03/29/12
04/04/12
7 148,650
5,260
3
Average (7 days)
5,170
1
4
6.00
28.27
03/29/12
04/25/12
28 173,580
6,140
2
1
5
6.00
28.27
03/29/12
04/25/12
28 167,700
5,930
2
Average (28 days)
6,040
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.: Jonathan O'Connor
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: 0740 Plant: 955
Truck No.: 5007 Ticket No.: 64319664
Field Test Data
Test Result Specification
Slump (in): 5 1/4 3 -5
Air Content ( %): 3.5 3 -6
Concrete Temp. (F): 75
Ambient Temp. (F): 61
Plastic Unit Wt. (pcf): 150.4
Yield (Cu. Yds.):
Sample Date:
03/29/12 Sample Time: 0838
Sampled By:
Jonathan O'Connor
Weather Conditions:
Foggy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
30
Water Added After (gal):
0
Sample Location:
Sidewalk (a�, NE corner of Bethel &
Fracture
Coppell
Placement Location:
Sidewalks (a�, NE, NW, & SW corners
(sq in)
of Coppell & Bethel; and Alley, S of
Tested
Bethel and W of Coppell
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
03/30/12
04/05/12
7 103,220
3,650
2
1
2
6.00
28.27
03/30/12
04/05/12
7 106,240
3,760
2
Average (7 days)
3,710
1
3
6.00
28.27
03/30/12
04/26/12
28 142,350
5,040
1
1
4
6.00
28.27
03/30/12
04/26/12
28 135,340
4,790
6
Average (28 days)
4,920
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.: Jonathan O'Connor
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: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1402 Plant: 955
Truck No.: 5013 Ticket No.: 64319727
Field Test Data
Test Result Specification
Slump (in): 21/2 3 -5
Air Content ( %): 1.1 0 -3
Concrete Temp. (F): 82
Ambient Temp. (F): 75
Plastic Unit Wt. (pcf): 147.4
Yield (Cu. Yds.):
Sample Date:
03/29/12 Sample Time: 1440
Sampled By:
Reynaldo Inocentes Mirasol
Weather Conditions:
Partly cloudy, light winds
Accumulative Yards:
4 Batch Size (cy): 4
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet Wall & Floor (a�, SW corner of
ID
Bethel & S. Coppell
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
03/30/12
04/05/12
7 133,760
4,730
2
1
2
6.00
28.27
03/30/12
04/05/12
7 132,200
4,680
2
Average (7 days)
4,710
1
3
6.00
28.27
03/30/12
04/26/12
28 149,830
5,300
2
1
4
6.00
28.27
03/30/12
04/26/12
28 153,890
5,440
2
Average (28 days)
5,370
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.: Reynaldo Inocentes Mirasol
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
Sample Date:
04/16/12 Sample Time: 1515
Sampled By:
Randall Hollis
Mix ID: 1851
Weather Conditions:
Partly Cloudy
Supplier: Lattimore
Accumulative Yards:
30 Batch Size (cy): 10
Batch Time: 1410
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 3030
Ticket No.:
64320691
Water Added Before (gal): 5
Water Added After (gal): 0
Field Test Data
Sample Location:
NE quadrant of S Coppell Rd. & W
Test
Result
Specification
Bethel Rd.
Slump (in):
6
3 -5
Placement Location:
Paving intersection of W Bethel Rd.
Air Content ( %):
5.5
3 -6
& the N side of S Coppell Rd.
Concrete Temp. (F):
82
Ambient Temp. (F):
72
Plastic Unit Wt. (pcf):
134.9
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
04/17/12
04/19/12 3
116,660 4,130 4
1 2
6.00
28.27
04/17/12
04/20/12 4
125,960 4,460 6
1 3
6.00
28.27
04/17/12
04/23/12 7
135,220 4,780 4
1 4
6.00
28.27
04/17/12
04/23/12 7
136,860 4,840 4
Average
(7 days) 4,810
1 5
6.00
28.27
04/17/12
05/14/12 28
1 6
6.00
28.27
04/17/12
05/14/12 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.: 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
Material Information Sample Information
Specified Strength: 4,500
psi (a�,
28 days
Sample Date:
04/17/12 Sample Time:
1455
Sampled By:
Christopher Amoah
Mix ID: 1851
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time: 1357
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 9114
Ticket No.:
64320740
Water Added Before (gal): 0
Water Added After (gal): 0
Field Test Data
Sample Location:
SW corner of east crosswalk
Test
Result
Specification
Placement Location:
Paving - North, south and east
Slump (in):
3 1/2
3 -5
crosswalks at Bethel Road and Main
Air Content ( %):
4.5
3 -6
Street
Concrete Temp. (F):
88
Ambient Temp. (F):
77
Plastic Unit Wt. (pcf):
145.5
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
04/18/12
04/19/12 2
110,970 3,930
2
1 2
6.00
28.27
04/18/12
04/20/12 3
120,890 4,280
2
1 3
6.00
28.27
04/18/12
04/24/12 7
132,010 4,670
2
1 4
6.00
28.27
04/18/12
05/15/12 28
1 5
6.00
28.27
04/18/12
05/15/12 28
1 6
6.00
28.27
04/18/12
06/12/12 56
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 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:
Julio R. Perez
Report Number: 94111246.0165
Sunny
Accumulative Yards:
3 Batch Size (cy): 3
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 04/17/12
Inlet Walls
8901 Carpenter Frwy. Suite 100
Report Date: 04/27/12
Fracture
Dallas, TX 75247
Task:
(in)
214 - 630 -1010 Reg No: F -3272
Client
Project
(days)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
1
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
120,190
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,200 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1404 Plant: J952
Truck No.: 9106 Ticket No.: 67979519
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
1.5 0 -3
77
70
149.6
Sample Date:
04/17/12 Sample Time: 1500
Sampled By:
Julio R. Perez
Weather Conditions:
Sunny
Accumulative Yards:
3 Batch Size (cy): 3
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Inlet Walls
Placement Location:
Inlet - Coppell Road and Bethel
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
04/18/12
04/24/12
7
120,190
4,250
2
1
2
6.00
28.27
04/18/12
04/24/12
7
118,630
4,200
2
Average
(7 days)
4,230
1
3
6.00
28.27
04/18/12
05/15/12
28
1
4
6.00
28.27
04/18/12
05/15/12
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.: Julio R. Perez
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
28 days
Report Number: 94111246.0167
04/18/12
Sample Time:
0925
Sampled By:
Randall Hollis
Service Date: 04/18/12
Mix ID: 1851
8901 Carpenter Frwy. Suite 100
Report Date: 04/27/12
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
10
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
Direct Discharge
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 4,500
psi (a�,
28 days
Sample Date:
04/18/12
Sample Time:
0925
Sampled By:
Randall Hollis
Mix ID: 1851
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
10
Batch Size (cy):
10
Batch Time: 0831
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 7008
Ticket No.:
64320783
Water Added Before (gal): 5
Water Added After (gal): 0
Field Test Data
Sample Location:
E side of
entry way
Test
Result
Specification
Placement Location:
Pavement
- entry between Travis
and
Slump (in):
21/2
3 -5
Houston
Air Content ( %):
3.2
3 -6
Concrete Temp. (F):
76
Ambient Temp. (F):
67
Plastic Unit Wt. (pcf):
150.8
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
04/19/12
04/23/12 5
149,300
5,280
2
1 2
6.00
28.27
04/19/12
04/25/12 7
157,700
5,580
2
1 3
6.00
28.27
04/19/12
04/25/12 7
161,450
5,710
2
Average
(7 days)
5,650
1 4
6.00
28.27
04/19/12
05/16/12 28
1 5
6.00
28.27
04/19/12
05/16/12 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.: 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sample Date:
04/18/12 Sample Time: 1035
Report Number: 94111246.0169
Age at
Sampled By:
Randall Hollis
Mix ID: 1083
Set
Weather Conditions:
Clear
Supplier: Southern Star
Date
Service Date: 04/18/12
10 Batch Size (cy): 10
8901 Carpenter Frwy. Suite 100
Report Date: 04/27/12
Placement Method:
Dallas, TX 75247
Task:
Ticket No.: 1012102
214 - 630 -1010 Reg No: F -3272
Client
Project
(days)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Sample Location:
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
Slump (in):
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,600
psi (a�, 28 days
Sample Date:
04/18/12 Sample Time: 1035
Age at
Sampled By:
Randall Hollis
Mix ID: 1083
Set
Weather Conditions:
Clear
Supplier: Southern Star
Date
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 0930
Plant: 110
Placement Method:
Direct Discharge
Truck No.: 5018
Ticket No.: 1012102
Water Added Before (gal):
15
Field Test Data
(days)
Water Added After (gal):
0
Type
1
Sample Location:
North side of the north placement
Test
Result Specification
Placement Location:
Parking, two placements of decorative
Slump (in):
5 3 - 5
4
concrete between Houston and Travis
Air Content ( %):
4.8 3 - 6
28.27
04/19/12
Concrete Temp. (F):
78
116,320
4,110
Ambient Temp. (F):
67
3
6.00
Plastic Unit Wt. (pcf):
144.7
04/25/12
7
Yield (Cu. Yds.):
4,070
2
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
04/19/12
04/23/12
5
98,540
3,490
4
1
2
6.00
28.27
04/19/12
04/25/12
7
116,320
4,110
2
1
3
6.00
28.27
04/19/12
04/25/12
7
114,970
4,070
2
Average
(7 days)
4,090
1
4
6.00
28.27
04/19/12
05/16/12
28
1
5
6.00
28.27
04/19/12
05/16/12
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.: 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
28 days
Report Number: 94111246.0172
04/19/12 Sample Time: 1253
Sampled By:
Randall Hollis
Mix ID: 1761
Service Date: 04/19/12
8901 Carpenter Frwy. Suite 100
Report Date: 04/27/12
Supplier: Lattimore
Dallas, TX 75247
Task:
214 - 630 -1010 Reg No: F -3272
Client
Project
Plant:
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Truck No.: 5008
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,000
psi (a�,
28 days
Sample Date:
04/19/12 Sample Time: 1253
Sampled By:
Randall Hollis
Mix ID: 1761
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
14.5 Batch Size (cy): 4.5
Batch Time: 1155
Plant:
955
Placement Method:
Direct Discharge
Truck No.: 5008
Ticket No.:
64320874
Water Added Before (gal): 5
Water Added After (gal): 0
Field Test Data
Sample Location:
NE corner of intersection
Test
Result
Specification
Placement Location:
Sidewalk (a�, NE & SE corners of
Slump (in):
5
3 -5
intersection of S Coppell Rd. &
Air Content ( %):
6.1
3 -6
Bethel Rd.
Concrete Temp. (F):
81
Ambient Temp. (F):
76
Plastic Unit Wt. (pcf):
144.5
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
04/20/12
04/23/12 4
73,460 2,600 1
1 2
6.00
28.27
04/20/12
04/26/12 7
112,700 3,990 3
1 3
6.00
28.27
04/20/12
04/26/12 7
104,800 3,710 6
Average
(7 days) 3,850
1 4
6.00
28.27
04/20/12
05/17/12 28
1 5
6.00
28.27
04/20/12
05/17/12 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.: 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