ST1002-LR120125FIELD DENSITY TEST REPORT
Irerracon
2' BFG
Report Number: 94111246.0025
6
119.7
20.2
20.3
99.5
96
Service Date: 01/18/12
8901 Carpenter Frwy. Suite 100
Report Date: 01/25/12
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
Lab Test Data Project Requirements
249
Optimum Max. Lab
2' BFG
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description
Test Method ( %) (pcf)
1 94111246.0001 Dark brown & brown clay, with
ASTM D698 19.0 104.0 -2/ +4 95
sand
Sta. 6 +00
Field Test Data
Test
No. Test Location
Water Line, Line B
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (PC (PC ( %) (PC ( %)
246
Sta. 3 +00
2' BFG
1
6
119.7
20.2
20.3
99.5
96
247
Sta. 3 +00
1' BFG
1
6
120.0
19.7
19.6
100.3
96
248
Sta. 3+00
Final
1
6
120.4
19.8
19.7
100.6
97
249
Sta. 6 +00
2' BFG
1
6
120.1
19.9
19.9
100.2
96
250
Sta. 6 +00
1' BFG
1
6
121.2
18.9
18.5
102.3
98
251
Sta. 6+00
Final
1
6
119.5
20.3
20.5
99.2
95
252
Sta. 9 +00
2' BFG
1
6
120.7
19.2
18.9
101.5
98
253
Sta. 9 +00
1' BFG
1
6
120.2
19.7
19.6
100.5
97
254
Sta. 9+00
Final
1
6
120.0
20.4
20.5
99.6
96
Water Line, Line J
255
Sta. 3 +00
2' BFG
1
6
120.5
19.2
19.0
101.3
97
256
Sta. 3 +00
1' BFG
1
6
120.2
19.6
19.5
100.6
97
257
Sta. 3+00
Final
1
6
119.5
20.0
20.1
99.5
96
258
Sta. 6 +00
2' BFG
1
6
119.5
19.4
19.4
100.1
96
259
Sta. 6 +00
1' BFG
1
6
121.5
18.9
18.4
102.6
99
260
Sta. 6+00
Final
1
6
120.7
18.4
18.0
102.3
98
Datum: BFG = Below Final Grade Gauge ID: 1469
Comments: Test and /or retest results on this report meet project requirements as noted above.
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.
cxoo07, 8- 27 -11, xev.a Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number: 94111246.0025 Ir erracon
Service Date: 01/18/12 8901 Carpenter Frwy. Suite 100
Report Date: 01/25/12 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
Services: Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition.
Terracon Rep.: Christopher Amoah
Reported To: Contractor
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: W ,�,z
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D6938
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, 8- 27 -11, Rev.a Page 2 of 2
FIELD DENSITY TEST REPORT
Report Number: 94111246.0026 Ir erracon
Service Date: 01/19/12 8901 Carpenter Frwy. Suite 100
Report Date: 01/25/12 Dallas, TX 75247
Task: 214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Project
Old Town Coppell & Bethel Road
#ST10 -02
Between Coppell Rd & Freeport
Coppell, TX
Project Number: 94111246
Material Information
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum
Mat. Proctor
Laboratory
Content
Weight
Content
Compaction
No. Ref. No.
Classification and Description
Test Method
( %)
(pcf)
1 94111246.0001
Dark brown & brown clay, with
ASTM D698
19.0
104.0
-2/ +4
95
sand
Field Test Data
Probe
Wet
Water
Water
Dry Unit
Percent
Test
Lift /
Mat.
Depth
Density
Content
Content
Weight
Compaction
No. Test Location Elev.
No.
(in)
(PC
(PC
( %)
(pcf)
( %)
Storm Sewer Line,
Line C
240 Sta. 0 +25
5' BFG
1
6
123.0
21.8
21.5
101.2
97
241 Sta. 0 +25
4' BFG
1
6
123.6
21.6
21.2
102.0
98
242 Sta. 0 +25
3' BFG
1
6
122.6
22.8
22.8
99.8
96
243 Sta. 0 +25
2' BFG
1
6
121.2
19.7
19.4
101.5
98
244 Sta. 0 +25
1' BFG
1
6
120.0
19.7
19.6
100.3
96
245 Sta. 0+25
Final
1
6
122.8
22.4
22.3
100.4
97
Datum: BFG = Below Final Grade Gauge ID: 1469
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.: Christopher Amoah
Reported To: Contractor
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: W ,�,z
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D6938
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, 8- 27 -11, Rev.a Page 1 of 1