2009-07-24_REPORT - C1996083 ‎(2)‎

• Permit No: C1996083
• IBM Index Class Name: REPORT
• Doc Date: 7/24/2009
• Doc Name: 2nd Quarter 2009 Waste Bank Inspection
• From: J.E. Stover & Associates
• To: DRMS
• Permit Index Doc Type: Waste Pile/Fill Report
• Email Name: JJD
• Media Type: D
• Archive: No

Project: :.........'i ..................................................................
' GEOTECH
:....................................... .....................................
: Client / On Site Rep:
Bowie Resources / B. Bear
Bowie Mine Gob Pile Stability Civil, Structural & Geotechnical Engineers .....
222 SOUth Park Ave
CO 81401
- Montrose Contractor / Rep:
Load Out Services / Ty Hyatt
Project No:
2005126-CMT Date:
T 6/8/2009 ,
.
Ph.: [phone] - FAX: [phone]
CONSTRUCTION MATERIALS TESTING LABORATORY Technician:
L. Sanchez
DAILY CO MPACTION REPORT

T
S LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE
E
T NUMBER Embankment Gob - Gob Pile No. 2
Center Sloe
Slope GRADE ELEV
NUC
SAND DENSITY

(pCf) MOISTURE

CONT. (oho) DENSITY

(pcf) CONTENT
0
(/o) COMPACTION WITHIN

SPEC TYPE NUMBER
274 PT#4409 N19412.13/E37635.15 6109.1 X 95.1 11.6 91.0 11.3 95.7 ox/gob #268 r/c @ 18%
275 (N I #4410) N19401.63/E37476.36 6109.6 X 92.7 12.1 94.5 12.0 101.9 owgob #268 r/c Oo 11%
276 PT#4411 N19433.93/E37180.36 6111.6 X 93.1 12.0 91.8 11.9 98.6 ox/gob #268 r/c 0 15%

MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS
Specified Date: _ Compaction Equipment Used:
Compaction o Cohesive Soils X
Requirement: 90 /o +
Cohesionless Soils Full Time: Day;

S M

X T W Th F S

Sheepsfoot:
Part Time: Weather: Sun Clear Overcast Rain Snow
Specified x X Smooth Drum Roller:
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
Vibratory:
Testing Only: I Wind: Still Mod High

A
T Requested By (Company Name): X X Other (List Below): t
Laboratory Testing
S
Procedure; D698 Cohesive Soils X
Cohesionless Soils Loadout Services / Ty Hyatt Humidity: Dry
x Mod
X Humid Haul Traffic
DENSITY / COMPACTION TESTING WAS NOT PERFORMED
ON THIS DATE FOR THE FOLLOWING REASONS: 71nsmuffic'ient amount
rial placed. Informed (Rep of Company) of Test Results:
Ty Hyatt /Load Out Services
Buckhorn was not informed prior
Contractor Not Working Due To: The Contractor Is: to our arrival on site that the
contractor would n
t b
ki

Inclement Weather:

Equipment Malfunction:

Processing Frozen Material: =Processing Wet Material:

Stripping and/or Grubbing: Moisture Conditioning Dry Man:
Field Copies Given To:

Contractor:
Client: o
e wor
ng
on this date.

Unknown:
Stockpiling Fill: =Removing Unsuitable Mafl: CM/GM:
Other: PAGE 1 OF 1
05-126-CMT Bowie Mine Gob Pile Stability.xis DCR6-8-091s#274-ap