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

DATE: Friday Jan/20/12
MOISTURE RELATIVE
CONTENT COMPACTION
11.5 100
17.2 1 100
17.0 1 100
17.6 1 100
16.5 1 100
15.1 1 100
14.3 1 100
REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only.
SOIL T) PE
Clay, sandy, few
gravel, brown
11 It
4L K
Clay, sandy, few
gravel, dark brown
CL G
FLan+M MTb vrinz PROJECT NUMBER: M12005MT
ELATIVE COMPACTION TEST RESULTS
PROJECT: RPEE
PROJECT NO: M12005MT
LOCATION: Somerset
ENGINEERING
TECHNICIAN: Hayes
CLIENT:
Mountain Coal Company
NUCLEAR GAUGE USED:
18
-- -"
LABORATORY
- ---j
-OPTIMUM
i DEPTH OR �
PROBE
PROCTOR
n101STl�RE
DRl"
I TEST LOCATION
I ELEVATION
DEPTH
DENSITY
CONTENT
DENSI"I'1
_
(IN)
(PCF) I
_ 1%)
PCF)
Slide repair area, west end
5' above the
8
103.0
17.5
116.2
rl
13S 0288893 UTM 4311233
drain pipe
17
Slide repair area, approx. 30'
8
103.0
17.5
105.8
east of test # 16, 13 S 0288921
UTM 4311234
18
Slide repair area, approx.
8
103.0
17.5
107.9
middle of area, 13S 0288946
UTM 4311242
19
Slide repair area, by the east
8
103.0
17.5
105.7
end of the area 13S 0288974
UTM 4311246
20
At the buttress, 13S 0289227
6505'
8
106.0
17.0
111.8
UTM 4310842
21
At the buttress, 13S 0289238
8
106.0
17.0
118.1
UTM 4310845
22
At bench # 1 on the east side,
8
106.0
17.0
110.4
13S 0289236 UTM 4310873
DATE: Friday Jan/20/12
MOISTURE RELATIVE
CONTENT COMPACTION
11.5 100
17.2 1 100
17.0 1 100
17.6 1 100
16.5 1 100
15.1 1 100
14.3 1 100
REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only.
SOIL T) PE
Clay, sandy, few
gravel, brown
11 It
4L K
Clay, sandy, few
gravel, dark brown
CL G
FLan+M MTb vrinz PROJECT NUMBER: M12005MT