ST1002-LR120124FIELD DENSITY TEST REPORT
Irerracon
2' BFG
Report Number: 94111246.0024
6
119.6
20.3
20.4
99.3
95
Service Date: 01/17/12
8901 Carpenter Frwy. Suite 100
Report Date: 01/24/12
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
222
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 Backfill, Line D
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (PC (PC ( %) (PC ( %)
219
Sta. 3 +00
2' BFG
1
6
119.6
20.3
20.4
99.3
95
220
Sta. 3 +00
1' BFG
1
6
119.3
20.7
21.0
98.6
95
221
Sta. 3+00
Final
1
6
119.6
19.5
19.5
100.1
96
222
Sta. 6 +00
2' BFG
1
6
119.6
20.0
20.1
99.6
96
223
Sta. 6 +00
1' BFG
1
6
118.0
19.1
19.3
98.9
95
224
Sta. 6+00
Final
1
6
120.0
18.7
18.5
101.3
97
Water Line Backfill, Line C
225
Sta. 3 +00
2' BFG
1
6
121.7
20.5
20.3
101.2
97
226
Sta. 3 +00
1' BFG
1
6
122.7
20.2
19.7
102.5
99
227
Sta. 3+00
Final
1
6
120.6
20.5
20.5
100.1
96
228
Sta. 6 +00
2' BFG
1
6
120.7
21.2
21.3
99.5
96
229
Sta. 6 +00
1' BFG
1
6
120.8
21.0
21.0
99.8
96
230
Sta. 6+00
Final
1
6
120.9
19.5
19.2
101.4
98
Water Line Backfill, Line A
231
Ata. 3 +00
2' BFG
1
6
122.0
20.6
20.3
101.4
98
232
Sta. 3 +00
1' BFG
1
6
122.5
21.8
21.6
100.7
97
233
sta.3 +00
Final
1
6
120.0
19.4
19.3
100.6
97
234
Sta. 6 +00
2' BFG
1
6
119.2
20.3
20.5
98.9
95
235
Sta. 6 +00
1' BFG
1
6
120.3
19.6
19.5
100.7
97
236
Sta. 6+00
Final
1
6
119.4
19.3
19.3
100.1
96
237
Sta. 9 +00
2' BFG
1
6
119.6
20.0
20.1
99.6
96
238
Sta. 9 +00
1' BFG
1
6
119.7
19.2
19.1
100.5
97
239
Sta. 9+00
Final
1
6
121.1
19.0
18.6
102.1
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: 94111246.0024 Ir erracon
Service Date: 01/17/12 8901 Carpenter Frwy. Suite 100
Report Date: 01/24/12 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