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2009-06-09_PERMIT FILE - C1980007 (2)
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2009-06-09_PERMIT FILE - C1980007 (2)
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Last modified
8/24/2016 3:47:29 PM
Creation date
10/1/2009 9:54:55 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
6/9/2009
Section_Exhibit Name
Exhibit 53 Reclamation Cost Estimate Part 2
Media Type
D
Archive
No
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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 /> - <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 />........ <br />.................... :::...................... ......... <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 807 CCY factor : 1.125 volume : 908 LCY <br />Source of estimated volume : TR-70 <br />Source of estimated swell factor : CAT Handbook <br />:: <br />-Xxxxx <br />M <br />HOURLY PRODUCTION Job Condition Correction Factors <br />Source <br />Average push distance : 125 feet <br />Unadjusted hourly production : 1,055.6 LCY/hr <br />Material consistency description <br />Consolidated stockpile <br />Average push gradient : 2.00 % (I <br />Average site altitude : 7,380 feet <br />Material weight : 2,650 Ibs/LCY <br />Weight description : <br />Decomposed rock - 25% Rock, 75% Earth <br />JOB TIME AND COST <br />Fleet size : 4 Dozer(s) <br />Operator skill : 0.75 (avg.) <br />Material consistency : 1.00 (Cat HB) <br />Dozing method : 1.00 (gen.) <br />Visibility : 1.00 (avg.) <br />Job efficiency : 0.83 (1shift1day <br />Spoil pile : 0.80 (fnd-rf) <br />Push gradient : 0.97 (Cat HB) <br />Altitude : 1.00 (Cat HB) <br />Material weight : 0.87 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.42 <br />Adjusted unit production : 442.18 LCY/hr <br />Adjusted fleet production : 1,768.71 LCY/hr <br />Total job time : 0.51 Hours <br />Unit cost : $0.463 /LCY Total job cost : $420
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