2014-08-19_PERMIT FILE - C1980007 ‎(10)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 8/19/2014
• Doc Name: Haul Road Geotechnical Design Method
• Section_Exhibit Name: Exhibit 82 Appendix H
• Media Type: D
• Archive: No

F
ELATIVE COMPACTION TEST RESULTS
PROJECT: RPEE PROJECT NO: M12005MT DATE: Monday, Jan/30/12
LOCATION: Somerset ENGINEERING TECHNICIAN: Hayes
CLIENT: Mountain Coal Company NUCLEAR GAUGE USED: 18
LABORATORY OPTIMUM I - - ----- ll
DEPTH OR T PROBE i PROCTOR MOISTURE ; DR) MOISTURE RELATIVE I SOIL TYPE
TEST LOCATION ELEVATION DEPTH DENSITY CONTENT DENSITI CONTENT COMPACTION
(PCF)-- (%)
27 Slide repair area, Top of drain 8 103.0 17.5 102.0 18.8 99 Clay, sandy, few
13S 0288916 UTM 4311216 blanket gravel, brown
28 Slide repair area, " 8 103.0 17.5 106.1 16.1 100 " "
16.9 100
15.5 100
13.9
15.0
REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only.
Clay, sandy, few
gravel, dark brown
LL 4G
tmjry
�M =b Awjariatez PROJECT NUMBER: M12005MT
13S 0288943 UTM 4311218
29
Slide repair area
5' below the
8
103.0
17.5
116.6
13S 0288877 UTM 4311223
road grade
30
At the buttress,
6515'
8
106.0
17.0
109.6
13x0289241 UTM 4310847
31
At the buttress,
6515'
8
106.0
17.0
115.7
13S 0289227 UTM 4310850
32
At the buttress,
6515'
8
106.0
17.0
111.5
13S 0289219 UTM 4310850
16.9 100
15.5 100
13.9
15.0
REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only.
Clay, sandy, few
gravel, dark brown
LL 4G
tmjry
�M =b Awjariatez PROJECT NUMBER: M12005MT