2018-10-19_PERMIT FILE - C1981019 ‎(2)‎

• Permit No: C1981019
• IBM Index Class Name: Permit File
• Doc Date: 10/19/2018
• Doc Name: Collom Pond Design Maps
• Section_Exhibit Name: Volume 18 Exhibit 7 Item 26
• Media Type: D
• Archive: No

NWCC, Inc.
Field Density Tests
PROJECT NAME: Collom Haul Road & Pipeline
Tech: RE
PROJECT NUMBER:
REPORT NUMBER:
17-10686
TEST NO.
DATE
LOCATION
PROCTOR
NO
DEPTH (ft)
IN-PLACE DRY
DENSITY (pcf)
MOISTURE
CONTENT (%)
MOISTURE
VARIANCE
PERCENT
COMPACTION (%)
REQUIRED
COMPACTION
2
111.0
Temporary Facilities Pond
D698
Sandy Clay
3
1 109.1
13.6
D698
Very Sandy Clay
8
17 -Apr- 17
Sta. 3+40; 15' West of East Toe
4
4' BTOE
104.0
16.1
-09
99
95
9
17 -Apr -1 7
Sta. 0+00; 25' South West of North East Toe
2
3' BTOE
106.2
14.4
-0.6
96
95
10
17 -Apr- 17
Sta. 1+95; 10' North of South West Toe
4
2' BTOE
102.7
16.3
-0.7
98
95
11
17 -Apr- 17
Sta. 3+50; 30' West of East Toe
1
T BTOE
111 1
135
-0.6
96
95
12
17 -Apr -1 7
Sta. 0+15; 5' South of North Toe
5
T BTOE
116.7
11.3
-0.5
96
95
I
I
PROCTOR DATA
Proctor
No
Maximum
Dry Density
(pcf)
Optimum
Moisture
Content (%)
Moisture Relative Relative ASTM
Specification Minimum Maximum Method
(%) Density (pct) Density (pct)
Soil Type
1
115.4
14.1
D698
Very Sandy Clay
2
111.0
15.0
D698
Sandy Clay
3
1 109.1
13.6
D698
Very Sandy Clay
4
105.0
17.0
D698
Slightly Sandy Clay
5
122.1
11.8
D698
Clayey Gravelly Sand
6
141.7
5.0
D1557
Import- Class 6 ABC (Lyster Pit)
7
114.8
13.5
D698
Sand and Silt
Comments:
BSG = Below Suhgrade Grade BBCG - Below Base Cousre Grade NEC - Northeast Corner
SG = Suhgrade Grade FG = Foot,nq Grade SEC - Southeast Corner
SBG = Subbase Grade BrG= Bebw Footinq Grade NWC- Northwest Comer
638G - Below Subbase Grade BTOT Below Top of Trench ',;WC= Southeast Corner
9CG - Base Course Grade BEG = Below Existing Grade BTOE- Below top of Embankment