2009-10-13_REPORT - C1996083

• Permit No: C1996083
• IBM Index Class Name: REPORT
• Doc Date: 10/13/2009
• Doc Name: 3rd Quarter 2009 Wastebank Inspection Report
• From: J.E. Stover & Associates, Inc
• To: DRMS
• Permit Index Doc Type: Waste Pile/Fill Report
• Email Name: JJD
• Media Type: D
• Archive: No

Project:
. - GEOTECH
.
: ep:
Client / On BSite owRe Resources (B. Bear
Bowie Mine Gob Pile Stability ............................ ................................................
Civil, Structural & Geotechnical Engineers
222 South Park Ave. • Montrose
CO 01401 Contractor / Rep:
Loadout Services / Ty Hyatt
Project No:
2005126-CMT Date:
9/4/2009 ,
Ph.: [phone] • FAX: [phone]
CONSTRUCTION MATERIALS TESTING LABORATORY Technician:
L. Sanchez
DAILY CO MPACTION REPORT
LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE
NUM ER Embankment Gob - Gob Pile No. 2
Center Slope GRADE ELEV NUC SAND DENSITY
(pcf) MOISTURE
CONT. (%) DENSITY
(pcf) CONTENT
(%) COMPACTION WITHIN
SPEC TYPE NUMBER
298 (PT#4436) N19489.74/E37569.32 6122.3 X 85.3 .11.5 82.1 13.0 96.2 gob 279 & 281 r/c @ 237
299 PT#4437) N19480.10/E37447.70 6123.5 X 85.8 11.1 80.6 18.5 93.9 gob 299 r/c @ 21%
300 PT#4438) N19470.99/E37315.43 6123.9 X 104.3 12.4 100.3 13.6 96.2 gob 300 r/c @ 19%

MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS
Specified Date: Compaction Equipment Used:
Compaction Cohesive Soils X
Requirement: 90%+ Cohesionless Soils Full Time: Day:
5 M T W Th F
X 5

17-7-1
Sheepsfoot:
Part Time: Weather: Sun Clear Overcast Rain Snow
Specified x X Smooth Drum Roller: Q
Moisture N/A Cohesive Soils X
Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 70-85
x 85 Up
X
Vibratory:
Testing Only: A Wind: Still Mod High
Requested By (Company Name): X X Other (List Below): QX
Laboratory Testing AST

Cohesive Soils X
Procedure: 698 8
Cohesionless Soils

Ty Hyatt / Loadout Services

Humidity:

Dry
X

Mod

Humid

Haul traffic
DENSITY / COMPACTION I ESI ING WAS NOT PERFORMED
ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount
of material placed. Informed (Re
Ty Hyatt / p of Company) of Test Results:
Loadout Services
was
informed
Bu
rn
not
o
pdor

Contractor Not Working Due To:

The Contractor Is:
he
to o
u ou
r
arri
val
on site that
e
th
contractor would not be working

Inclement Weather:

Equipment Malfunction:
Processing Frozen Material: Processing Wet Material:

Stripping and/or Grubbing: Moisture Conditioning Dry Mat'l: Field Copies Given To:

Contractor:
Client: on this date.

Unknown:
Stockpiling RII: Removing Unsuitable MaYI: CM/GM:
Other: PAGE 1 OF 1
05-126-CMT Bowie Mine Gob Pile Stability.xls DCR9-4-091s#298-ap