REP29335

• Permit No: C1981041
• IBM Index Class Name: Report
• Doc Date: 10/9/2003
• Doc Name: 3rd Quarter 2003 Refuse Pile Inspection Reports
• From: J.E. Stover & Associates
• To: DMG
• Permit Index Doc Type: Waste Pile/Fill Report
• Media Type: D
• Archive: No

WESTERN SOIUAGGREGATE FIELD DENSITY TESTS
COLORADO
• TESTING,
INC.
Client: Snowcap Coal Test Locations Designated By: M. Chenowith Job No.; 309503
Project: Reclaimation Authorized By: Client Date: 7-11-03
Location: Cameo Tested/Calc'd By: M. Chenowith Date: 7-11-03
Type of Material: Coal fines and native Reviewed By: ~~~ Date: 7-18-03
Source of Material Moisture/Dens'tty Relationship: ASTM 6s8 Method:
r,
Test
No.
Date
Location of Test Hole Elevation
of Test
Datum
1 7-11.03 Reclaimed fines haulroad p
2 7-11-03 Reclaimed fines haulroad 0
3 7-11.03 Reclaimed fines haulroad 0
2A 7-11-03 Retest area #2 0

Test
No. Moisture
Density
Lab No. Optimum
Moisture Max. Dry
Density
pcf In~lace Charecteristics
Moisture Dry Density
°~ pcf Relative
Compaction
% Within
Specs
Comments'
1 309503 12.9 102.6 92.7 90 Y 11,15
2 309503 12.9 102.6 87.4 85 N 11,15 -
3 309503 12.9 102.6 104.2 100+ Y 11,15
2A 309503 12.9 102.69 95.5 93 Y 11,15

-comments:
1. Subgrade 8. 100% min. req'd
2. Subbase Fill 9.98% min. req'd
1. Base Course
10. 95% min. req d
4. Bxkfill
6. Pavement Area 11. 90% min, req'd
!. Below Footing 12. _% min. req'd
7. A1wve Footing Bonom 11. Moisture req'd+!-
2_% of optimum
Copies to:
14. Tested 0.1656IAASHTO T-217 19. Tested Locations on Accompanying Sile Plan
16. Tested ASTM 0.2922/W017 20. Specifications Unknown
16. Tested ASTM D-2922/AASHTO
T 217 21. 9236% Canpaction required
17. Rock cortedbn app0ed to Datum: Top of road
maxinsan dry density AASHTO Note: Tests reported to herein afe not paR of a
T-224 continuous monitoring program of
compxtion operations and xcwdirgly
18.Omer: aPPIY only to the xtwl location tested.
msb:12002)abs