ST1002-LR120614Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 1851
Supplier: Lattimore
Batch Time: 0930 Plant: 95
Truck No.: 3030 Ticket No.: 564322196
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/2 3 -5
5.9 3 -6
90
82
144.4
Sample Date:
05/17/12 Sample Time: 1030
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Bethel Rd. & S. Coppell Rd., NW
Load
corner
Placement Location:
Paving - intersection of Bethel Rd.
ID
and S. Coppell Rd.
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
05/18/12
05/21/12
4
103,210
3,650
2
1
2
6.00
28.27
05/18/12
05/24/12
7
121,710
4,310
2
1
3
6.00
28.27
05/18/12
06/14/12
28
135,810
4,800
2
1
4
6.00
28.27
05/18/12
06/14/12
28
134,630
4,760
2
Average
(28 days)
4,780
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.: 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: 3,000
psi (a�,
28 days
Sample Date:
05/17/12 Sample Time: 0755
Age at Maximum
Compressive
Sampled By:
Bernardino Rojas
Mix ID: 1261
Area
Date
Weather Conditions:
Sunny
Supplier: Lattimore
Fracture
No.
Accumulative Yards:
20 Batch Size (cy): 10
Batch Time: 0709
Plant:
95
Placement Method:
Direct Discharge
Truck No.: 5028
Ticket No.:
564322166
Water Added Before (gal):
10
Field Test Data
05/24/12
7 94,760
Water Added After (gal):
0
1
2
6.00
Sample Location:
449 W Bethel Rd.
Test
Result
Specification
Placement Location:
Sidewalk, eastbound W Bethel Rd.
Slump (in):
5
3 - 5
Air Content ( %):
6.0
3 - 6
1
3
Concrete Temp. (F):
83
05/18/12
06/14/12
28 111,010
Ambient Temp. (F):
73
1
4
6.00
Plastic Unit Wt. (pcf):
143.6
06/14/12
28 109,550
3,880
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
05/18/12
05/24/12
7 94,760
3,350
6
1
2
6.00
28.27
05/18/12
05/24/12
7 93,630
3,310
5
Average (7 days)
3,330
1
3
6.00
28.27
05/18/12
06/14/12
28 111,010
3,930
2
1
4
6.00
28.27
05/18/12
06/14/12
28 109,550
3,880
4
Average (28 days)
3,910
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.: 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: 1214 Plant: 952
Truck No.: 7037 Ticket No.: 62931120
Field Test Data
Test Result Specification
Slump (in): 41/2 3 -5
Air Content ( %): 4.1 3 -6
Concrete Temp. (F): 88
Ambient Temp. (F): 84
Plastic Unit Wt. (pcf): 147.0
Yield (Cu. Yds.):
Sample Date:
05/16/12 Sample Time: 1310
Sampled By:
Jonathan O'Connor
Weather Conditions:
Clear
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See attached sketch
Placement Location:
Paving - Bethel Road, east bound
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
05/17/12
05/23/12
7 117,650
4,160
2
1
2
6.00
28.27
05/17/12
05/23/12
7 116,720
4,130
2
Average (7 days)
4,150
1
3
6.00
28.27
05/17/12
06/13/12
28 140,270
4,960
2
1
4
6.00
28.27
05/17/12
06/13/12
28 138,750
4,910
4
Average (28 days)
4,940
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
iERRACdN i16P0At NO-
c)5
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Report Number: 94111246.0251
Age at
Maximum
Compressive
Set
Specimen Diameter
Area
Date
Service Date: 06/05/12
Test
8901 Carpenter Frwy. Suite 100
Report Date: 06/14/12
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
126,640
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,600 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1338 Plant: 95
Truck No.: 3021 Ticket No.: 63070395
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 3 -5
3.6 3 -6
94
92
148.0
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
06/05/12 Sample Time: 1430
Bernardino Rojas
Sunny
10 Batch Size (cy): 10
Direct Discharge
10
0
Sta. 10 +00
Bridge Railing, Bethel Road from Sta.
9 +83 to Sta. 10 +30
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
06/06/12
06/12/12
7
126,640
4,480
2
1
2
6.00
28.27
06/06/12
06/12/12
7
127,800
4,520
2
Average
(7 days)
4,500
1
3
6.00
28.27
06/06/12
07/03/12
28
1
4
6.00
28.27
06/06/12
07/03/12
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: 94111246.0249
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Service Date: 06/05/12
Sta. 7 +00
8901 Carpenter Frwy. Suite 100
Report Date: 06/14/12
Fracture
Dallas, TX 75247
Task:
Sta. 9 +35
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
120,310
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: 1213 Plant: 95
Truck No.: 3030 Ticket No.: 63070386
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
93
92
148.8
Sample Date:
06/05/12 Sample Time: 1310
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 7 +00
Placement Location:
Sidewalk, Houston Street from Sta.
Fracture
6 +44 to Sta. 7 +00, and Sta. 8 +39 to
ID
Sta. 9 +35
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
06/06/12
06/12/12
7
120,310
4,260
2
1
2
6.00
28.27
06/06/12
06/12/12
7
115,800
4,100
4
Average
(7 days)
4,180
1
3
6.00
28.27
06/06/12
07/03/12
28
1
4
6.00
28.27
06/06/12
07/03/12
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: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0748 Plant: 95
Truck No.: 9150 Ticket No.: 63070196
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
3.6 3 -6
83
72
145.6
Sample Date:
05/15/12 Sample Time: 0825
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
50 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 7 +50
Placement Location:
Pavement on Bethel Road, E Bound
Fracture
at Sta. 6 +00 - Sta. 13 +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
05/16/12
05/18/12
3
116,260
4,110
4
1
2
6.00
28.27
05/16/12
05/22/12
7
137,680
4,870
4
1
3
6.00
28.27
05/16/12
06/12/12
28
166,690
5,900
4
1
4
6.00
28.27
05/16/12
06/12/12
28
167,190
5,910
4
1
5
6.00
28.27
05/16/12
06/12/12
28
165,890
5,870
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.: 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
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: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0924 Plant: 95
Truck No.: 9150 Ticket No.: 63070205
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
3.5 3 -6
82
75
146.4
Sample Date:
05/15/12 Sample Time: 0954
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
140 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 10 +60
Placement Location:
Pavement on Bethel Road, E Bound
Fracture
at Sta. 6 +00 - Sta. 13 +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
05/16/12
05/18/12
3
113,130
4,000
4
2
2
6.00
28.27
05/16/12
05/22/12
7
123,430
4,370
5
2
3
6.00
28.27
05/16/12
06/12/12
28
156,370
5,530
4
2
4
6.00
28.27
05/16/12
06/12/12
28
151,000
5,340
4
2
5
6.00
28.27
05/16/12
06/12/12
28
154,700
5,470
4
Average
(28 days)
5,450
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.: 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
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: 4,000 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1043 Plant: 95
Truck No.: 9150 Ticket No.: 63070213
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
3.3 3 -6
81
79
142.8
Sample Date:
05/15/12 Sample Time: 1120
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
220 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Sta. 12 +00
Placement Location:
Pavement on Bethel Road, E Bound
Fracture
at Sta. 6 +00 - Sta. 13 +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
05/16/12
05/18/12
3
112,980
4,000
4
3
2
6.00
28.27
05/16/12
05/22/12
7
127,500
4,510
2
3
3
6.00
28.27
05/16/12
06/12/12
28
156,370
5,530
4
3
4
6.00
28.27
05/16/12
06/12/12
28
151,000
5,340
4
3
5
6.00
28.27
05/16/12
06/12/12
28
151,360
5,350
4
Average
(28 days)
5,410
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.: 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 3 of 3
FIELD DENSITY TEST REPORT
Report Number: 94111246.0255 Irerracon
Service Date: 06/11/12 8901 Carpenter Frwy. Suite 100
Report Date: 06/14/12 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
Mat. Proctor
No. Ref. No.
1 94111246.0038
Field Test Data
Classification and Description
Dark brown clay ( lime treated )
Test
No. Test Location
Storm Drain Backfill
Laboratory
Test Method
ASTM D698
Lab Test Data
Optimum
Max. Lab
Water
Dry Unit
Content
Weight
( %)
(pcf)
24.4
95.0
Project Requirements
Water
Minimum
Content
Compaction
-2/ +4
95
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (pcf) ( %) (pcf) ( %)
347 Sta.0 +24 Final 1 4 115.0 23.7 26.0 91.3 96
348 Sta.70 +75 Final 1 4 115.7 23.4 25.4 92.3 97
Datum: Serial No: 32769
Comments: Test and /or retest results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition.
Terracon Rep.: James C. Blackwell
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 D6938
Reviewed By: f
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.
CR0007, 4- 17 -12, Revs Page 1 of 1