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2008-06-20_REVISION - C1981044 (2)
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2008-06-20_REVISION - C1981044 (2)
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Entry Properties
Last modified
8/24/2016 3:33:23 PM
Creation date
7/9/2009 11:10:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981044
IBM Index Class Name
REVISION
Doc Date
6/20/2008
Doc Name
Memo & Cost Estimate
From
Jim Stark
To
File
Type & Sequence
RN5
Media Type
D
Archive
No
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Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : Permit Renewal 05 <br />Task description : Push Gravel and Rock to Boxcut at Portal No. 5A <br />..*...* ..... .:...::.:.::...:::.:.:::.:.::.:.:..:::..:::.:::::::::.:::::.::.:::..:.:..:::. ............................. ..... <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D 10R - 10SU (2005) <br />Blade type : Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no. 2:3-shank ripper <br />Horsepower: 570 <br />Shiftbasis : 1 per day <br /> (CRG) <br />Data source: <br /> Utilization % - <br />Cost Breakdown : Ownership cost/hour : $97.38 NA <br /> Operating cost/hour : $138.49 100 <br /> Ripper op. cost/hour : $0.00 0 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $268.65 Total fleet cost/hour : $537.29 <br />................... ... <br /> <br />MATERIAL QUANTITIES ..: . <br />. .. <br />Initial Swell Loose <br />volume : 6,000 CCY factor : 1.060 volume : 6,360 LCY <br /> <br />Source of estimated volume: Map 26, July 1993 Inspection estimate <br />Source of estimated swell factor :Division Estimate <br /> <br /> <br />HOURLY PRODUCTION ;. <br />Job Condition Correction Factors <br />Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 500 feet Material consistency : 1.10 (Cat HB) <br />Unadjusted hourly production : 410.8 LCY/hr Dozing method : 1.20 (slot) <br /> Visibility: 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shiR1day) <br />Partly consolidated stockpile Spoil pile : 1.00 (doz-oc) <br /> Push gradient : 1.29 (Cat HB) <br />Average push gradient : 13.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 5,400 feet Material weight : 0.81 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,850 Ibs/LCY Net correction : 0.85 <br />Weight description : <br />Gravel - Dry (114 -2"diam.) Adjusted unit production : 350.84 LCY/hr <br /> Adjusted fleet production : 701.69 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 2 Dozer(s) Total job time : 9.06 Hours <br />Unit cost : $0.766 /LCY Total job cost : $4,870 <br />
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