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2010-08-12_PERMIT FILE - M2010019
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2010-08-12_PERMIT FILE - M2010019
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Last modified
2/3/2022 11:09:52 AM
Creation date
8/16/2010 10:25:40 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2010019
IBM Index Class Name
PERMIT FILE
Doc Date
8/12/2010
Doc Name
Application Decision Letter, Eagle Mtn Pit
From
DRMS
To
Thomas H. Smith
Email Name
DMC
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 01a State :Colorado Permit/job# :M-2010-019 <br />Date : 0712312010 County :Archuleta Abbreviation :none <br />User : DMC Site :Eagle Mtn. Pit Filename :0019-01a <br />Agency or organization name: DRMS <br />Permit or other job action : SDG <br />Task description :Highwall Reduction <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D8R Series 11 - 8SU (200: <br />Blade type : Semi-Universal <br />Attachment no. 1 : BOPS Cab <br />Attachment no. 2 :NA <br />Horsepower : 310 <br />Shift basis : 1 per day <br />Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $46.56 NA <br /> Operating cost/hour : $70.63 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $38.54 NA <br /> Total unit cost/hour : $155.72 Total fl eet cost/hour : $155.72 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 53,333 LCY factor : NA volume : 53,333 LCY <br /> <br />Source of estimated volume :See attachment <br />Source of estimated swell factor :NA <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br /> <br />Average push distance : <br />126 feet <br />Material consistency : <br />0.90 _ <br />(Cat HB_) <br />Unadjusted hourly production : 726.3 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-rf) <br /> Push gradient : 1.60 (Cat HB) - <br />Average push gradient : 30.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 7,800 feet Material weight : 1.44 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 1,600 Ibs/LCY Net correction : 1.03 <br />Weight description : <br />Top Soil Adjusted unit production : 749.05 LCY/hr <br /> Adjusted fleet production : 749.05 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 71.20 Hours <br />Unit cost : $0.208 /LCY Total job cost : $11,088 <br />
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