PERMFILE104735

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Haul Road Construction Summaries
• Section_Exhibit Name: Tab 13 Attachment 13-11 Haul Road A
• Media Type: D
• Archive: No

NORTHWEST COLORADO CONSULTANTS, INC.
NUCLEAR DENSITY TEST RESULTS
•
Project: Haul Road Y-A Project No.: 95-2384 Date: 8/14195
Report No.: 4
i
•
Test
Number Locahon Depth
Elevation Proctor
Number Dry
Density
(Pct Water
Content
~%) Actual
Compaction Required
Compaction
14 Sta. 1+00, 20' R of 1.5' BSG 1 105.0 16.3 98 90
CL
15 Sta. 1+60, at CL 6" BSG 103.6 13.8 97 "
16 Sta. 7+25, 22' L of 2' BSG 2 113.4 15.6 101 "
CL
17 Sta. 8+15, at CL 14' BSG 112.3 14.6 100 "
18 Sta. 9+00, 65' R of 25' BSG 110.8 18.5 98 "
CL
Proctor Data:
No.: 1 Maximum DD: 107.0 OMC: 16.5
No.: 2 Maximum DD: 112.5 OMC: 15.5
No.: Maximum DD: OMC:
Comments:
Soil Type: Sandy Clay
Soil Type: Sandy Clay with
Sandstone Fragments
Soil Type:
BSG= Below Subgrade Grade NWC= Northwest Corner
SG= Subgrade Grade NEC= Northeast Corner
SBG= Subbase Grade SWC= Southwest Corner
BSBG= Below Subbase Grade SEC= Southeast Corner
BCG= Base Course Grade BFG= Below Footing Grade
BBF= Below Bottom of Footing FG= Footing Grade