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2009-09-21_PERMIT FILE - C1980007A (2)
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2009-09-21_PERMIT FILE - C1980007A (2)
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Last modified
8/24/2016 3:55:38 PM
Creation date
12/2/2009 8:45:05 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
9/21/2009
Section_Exhibit Name
Exhibit 53 Reclamation Cost Estimate Part 3
Media Type
D
Archive
Yes
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Agency or organization name : Colorado Division Of Mining, Reclamation And Safety <br />Permit or other job action : Permit Renewal RN-05 <br />Task description : Regrade material at Sylvester Gulch light-use road upgrade <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type : Semi-Universal <br />Attachment no. 1 :ROPS Cab Shift basis : 1 per day <br />Attachment no. 2 :3-shank ripper <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $72.92 NA <br />Operating cost/hour : $98.84 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $204.53 Total fleet cost/hour : $818.13 <br /> <br />::::::::::::::::::::::.......................................:::::::: <br />MATERIAL QUANTITIES :::::::::.............. ................................................. <br />Initial Swell Loose <br />volume : 5,520 BCY factor : 1.330 volume : 7,342 LCY <br />Source of estimated volume: Division estimate . <br />Source of estimated swell factor : CAT Handbook <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance : 50 feet <br />Unadjusted hourly production : 2,110.5 LCY/hr <br />Material consistency description <br />Compacted rill or embankment <br />Average push gradient : 7.00 % (1 <br />Average site altitude : 6,800 feet <br />Material weight : 2,900 Ibs/LCY <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth <br />Operator skill : 0.75 (avg.) <br />Material consistency : 0.90 (Cat HB) <br />Dozing method : 1.00 (gen.) <br />Visibility : 1.00 (avg.) <br />Job efficiency : 0.83 (1shift1da) <br />Spoil pile : 0.80 (fnd-rf) <br />Push gradient : 0.86 (Cat HB) <br />Altitude : 1.00 (Cat HB) <br />Material weight : 0.79 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.30 <br />Adjusted unit production <br />Adjusted fleet production <br />643.04 <br />2,572.16 <br />LCY/hr <br />LCY/h r <br />JOB TIME AND COST <br />Fleet size : 4 Dozer(s) Total job time : 2.85 Hours <br />Unit cost : $0.318 /LCY Total job cost : $2,335
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