GENERAL53567

• Permit No: C1994082
• IBM Index Class Name: General Documents
• Doc Date: 8/10/1995
• Doc Name: Haul Road Y-A & Y-B NUCLEAR DENSITY TESTS
• From: NORTHWEST COLORADO CONSULTANTS, INC.
• Permit Index Doc Type: ROADS
• Media Type: D
• Archive: No

NORTHWEST COLORADO CONSULTANTS, INC.
NUC>_EAR DENSITY TEST RESULTS
Project: Haul Road Y-A Project No.: 95-2384 Date: 8/11/95
Report No.: 2
Test
Number Location Depth
Elevation Proctor
Number Dry
Density
(Pcf) Water
Content
(%) Actual
Compaction Required
Compaction
5 Sta. 0+75, 25' L of 6' BSG 1 103.3 15.8 97 90
CL
6 Sta. 1+20. 15' R of 8' BSG 99.9 15.5 93 "
CL
7 Sta. 8+25, 10' L of 23' BSG 96.9 13.5 91 "
CL
8 Sta. 8+50, 40' L of 22' BSG 98.4 14.8 92 "
CL
9 Sta. 8+40, 18' R of 24' BSG 97.2 15.4 91 "
CL
Proctor Data:
No.: 1 Maximum DD: 107.0 OMC: 16.5 Soil Type: Santly Clay
No.: Maximum DD: OMC: Soil Type:
No.: Maximum DD: OMC: Soil Type:
Comments:
BSG= Below Subgrade Grade NWC= Northwest Comer
SG= Subgrade Grade NEC= Northeast Corner
SBG= Subbase Grade SWC= Southwest Comer
BSBG= Below Subbase Grade SEC= Southeast Corner
BCG= Base Course Grade BFG= Below Footing Grade
BBF= Below Bottom of Footing FG= Footing Grade