PERMFILE128606

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

NORTHWEST COLORADO CONSULTANTS, INC.
NUCLEAR DENSITY TEST RESULTS
Project: Haul Road Y-B Project No.: 95-2384 Date: 6/20/96
Report No.: 52
Test
Number Location Depth
Elevation Proctor
Number Dry
Density
(P~) Water
Content
(%) Actual
Compaction Required
Compaction
101 Sta. 13+00; 12' R SG 2 107.9 17.0 96 90
of CL
102 Sta. 12+00; at CL SG 6 106.7 12.2 99 90
103 Sta. 11+00; 5'L of SG 6 102.6 15.4 95 90
CL
104 Sta. 4+20; 15'R of SG 6 107.1 19.5 99 90
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 DMC: 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
Soil Type: Sandy Clay
Soil Type: Sandy Clay with
Sandstone Fragments
Soil Type: Sandy Clay
Soil Type: Claystone
Soil Type: Clay
Soil Type: Claystone

•
Comments:
BSG= Below Subgrade Grade NWC= Northwest Corner
SG= Subgrade Grade NEC= Northeast Comer
SBG= Subbase Grade SWC= Southwest Comer
BSBG= Below Subbase Grade SEC= Southeast Comer
BCG= Base Course Grade BFG= Below Footing Grade
BBF= Below Bottom of Footing FG= Footing Grade
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