PERMFILE102588

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Pond 010 Geotechnical Report and Summary
• Section_Exhibit Name: Tab 13 Attachment 13-3A.2 Addendum 13-3A-E
• Media Type: D
• Archive: No

NORTHWEST COLORADO CONSULTANTS. INC.
NUCLEAR DENSITY TEST RESULTS
•
Project: Haul Road Y-8 Project No.: 95-2384 Date: 8/6/96
Report No.: 77
•
Test
Number Location Depth
Elevation Proctor
Number Dry
Density
(Pcfl Water
Content
(%) Actual
Compaction Required
Compaction
Pond 010
Embankment
153 Sta. a+00. 35' R. 15' BTE 1 103.0 15.1 96 95
of E. CL
154 Sta. 3+25. 7' L. of 18' BTE 10 108.2 11.7 95 95
E. CL
Proctor Data:
No.: 1 Maximum DD: 107.0 OMC: 16.5
No.: 2 Maximum DD: 112.5 OMC: 15.5
No.: 3 Maximum DD: 102.0 OMC: 15.5
No.: 4 Maximum DD: 104.5 OMC: 18.0
No.: 5 Maximum DD: 100.5 OMC: 18.0
No.: 6 Maximum DD: 108.0 OMC: 19.0
No.: 7 Maximum DD: 105.5 OMC: 19.5
No.: 8 Maximum DD: 116.5 OMC: 12.0
No.: 9 Maximum DD: 109.0 OMC: 16.5
No.: 10 Maximum DD: 114.0 OMC: 15.8
No.: Maximum DD: OMC:
Soil Type: Sandy Clay
Soil Type: Sandy Clay w/
Sand Fragments
Soil Type: Sandy Clay
Soil Type: Claystone
Soil Type: Clay
Soil Type: Claystone
Soil Type: Sandy Clay
Soil Type: Silty Sand
Soil Type: Sandy Clay w/
Sandstone Fragments
Soil Type: Clayey Sand wl
Sandstone Fragments
Soil Type:
•