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Project: <br />....... <br />.................. ._ ............. <br /> <br />Client / On Site Rep: <br /> • ' GEOTECH Bowie Resources / B. Bear <br /> <br /> <br /> <br />owie Mine Gob Pile Stability ..: <br /> <br />.. . <br />:...................................... ................ ................. <br />........................... ............................................................ <br /> <br /> <br />ontractor / Rep: <br /> Civil, Structural & Geotechnical Engineers <br />401 <br />O Load Out Services / Ty Hyatt <br />Project No: Date: 81 <br />222 South Park Ave. • Montrose, C <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 Technician: <br />5126-CMT 1/21/2009 CONSTRUCTION MATERIALS TESTING LABORATORY <br />Sanchez <br />L. <br /> DAILY CO MPACTION REPORT <br /> <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT NoT SOIL <br />LAB SAMPLE <br /> LOCATION GRADE ELEV DENSITY MOISTURE DENSITY CONTENT COMPACTION WITHIN TYPE NUMBER <br />K <br />Embankment Gob - Gob Pile No. 2, Slope Bench <br />NUC <br />SAND <br />(pcf) % <br />CONT( <br />(per <br />(%) <br />SPEC <br /> (PT#4368) N19439.33/E37266.19 6101.9 X 103.8 10.3 97.0 14.3 93.4 gob #230 r/c @14% <br />23 PT#4369) N19405.91/E37355.51 6101.3 X 105.0 10.1 94.1 13.6 90.0 gob #230 r/c @16% <br /> (PT#4370) N19417.64/E37492.07 6102.3 X 103.8 10.4 98.0 11.8 94.4 gob #230 r/c @13% <br /> 4371) N19565.49/E37898.22 6102.1 X 98.8 10.0 102.1 12.0 103.4 gob #228 & 229 roc @19 <br /> PT#4372) N19532.87/E37960.18 6100.2 X 98.8 10.0 95.3 12.8 96.5 gob #228 & 229 r/c 021° <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION J TESTING FIELD OBSERVATIONS <br /> Date: Compaction Equipment Used: <br />Specified <br />Cohesive Soils X <br />Compaction 90% Full Time: Day: <br />5 M T W Th F S <br />+ <br />Requirement: Cohesionless Soils X Sheepsfoot: 0 <br /> Part Time: Q Weather: Sun Clear Overcast Rain Snow <br /> <br /> x X Smooth Drum Roller: <br />Specified <br />Cohesive Soils X <br />Moisture Number of Site Visits/Day: Temp: To 32 32-50 50-70 70-85 85 Up <br />N/A <br />Requirement: Cohesionless Soils X Vibratory: <br /> Testing Only: I Wind: still Mod High <br /> <br /> Requested By (Company Name): X X Other (List Below): <br />Laboratory Testing ASTM-698 Cohesive Soils X Ty Hyatt / Load Out Services Humidity: Dry Mod Humid Haul Traffic <br />Procedure: X <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED 71nsuffficient amount Informed (Rep of Company) of Test Results: <br />Buckhorn was not informed prior <br />ON THIS DATE FOR THE FOLLOWING REASONS: erial placed. Ty Hyatt /Load Out Services to our arrival on site that the <br />Due To: <br />tor Not Workin <br />F The Contractor is: contractor would not be working <br />g <br />c Field Copies Given To: on this date. <br />Weather: <br />ent Processing Frozen Material: Processing Wet Material: <br /> Contractor: <br /> Moisture Conditioning DryMat'i: <br />bbi <br />G Client: <br />Equipment Malfunction: ng: <br />Stripping and/or <br />ru <br /> CM/GM: PAGE 1 OF 1 <br /> Fill: Removing Unsuitable Mafl: <br />ilin <br />Stock Other: <br />Unknown: g <br />p <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR1-21-091s#234-ap