2013-02-25_PERMIT FILE - C1982057 ‎(6)‎

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 2/25/2013
• Doc Name: Pond 016 Area Slide Remediation Plan
• Section_Exhibit Name: Tab 20 Attachment 20-D
• Media Type: D
• Archive: No

COMPACTION TEST RESULTS
Project: Pond 16 Area Project No.: 08 -8099 Date: 10/31/11
Remediation Report No.: 13
Test
No.
Location
Depth
Elev.
Proctor
No.
Dry
Density
C
Water
Content
Actual
Compaction
Required
Compaction
65
100' N. and 50' E. of S. End of
6' BTE
1
106.3
17.6
100+
95
Density (pcf)
Pond 16A Embankment
c
%
Density cf
66
150'S. and 60' E. of N. End of
6' BTE
2
111.2
11.8
99
95
14.0
Pond 16A Embankment
Slightly Sandy Clay with Bedrock
67
110' S. and 70' E. of N. End of
5' BTE
1
105.3
18.1
100+
95
Pond 16A Embankment
68
50'N. and 80'E. of N. End of
S BTE
2
110.0
16.0
98
95
Pond 16A Embankment
69
50' S. and 30' E. of N. End of
3' BTE
2
109.1
11.9
97
95
Pond 16A Embankment
70
150' S. and 25' E. of N. End of
T BTE
2
109.0
12.1
97
95
Pond 16A Embankment
PROCTOR DATA
No.
Maximum
Optimum
Relative
Relative Density
Soil Type
BSBG=
Dry
Moisture
Density
Maximum
Below Bottom of Footing
BTE=
Density
Content
Minimum
Density (pcf)
c
%
Density cf
1
104.5
19.4
Clay with Claystone Fragments
2
112.4
14.0
Slightly Sandy Clay with Bedrock
Fragments
3
104.8
18.4
Clay with Weathered Claystone
Comments:
BSG=
Below Subgrade Grade
SG=
Subgrade Grade
SBG=
Subbase Grade
BSBG=
Below Subbase Grade
BCG=
Base Course Grade
BBF=
Below Bottom of Footing
BTE=
Below Top of Embankment
NWC=
Northwest Corner
NEC=
Northeast Comer
SWC=
Southwest Comer
SEC=
Southeast Corner
BFG=
Below Footing Grade
FG=
Footing Grade