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REV06708
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REV06708
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Entry Properties
Last modified
8/25/2016 1:07:44 AM
Creation date
11/21/2007 9:36:22 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Revision
Doc Date
9/14/2005
Doc Name
Review/Adequacy Response Memo
From
Janet Binns
To
Byron Walker
Type & Sequence
TR48
Media Type
D
Archive
No
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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Agency or organization name :Colorado Division Ot Minerals And Geology <br />Task # : 818 State :Colorado PermiUjob # : C1982A58 <br />Date: 09/f4/2005 County :Routt Abbreviation :none <br />User : JHB Site : Foidel Creek Mine Filename : C056-816 <br />Permit or other job action : TR-48 <br />Task description :Remove <br />HOURLY EQUIPMENT COST <br />Truck loader team -Truck <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Wafer truck <br />from 8 N mains shaft access road <br />6x4 <br />Sedes I! - 7SU <br />Shift basis : 1 per day <br />Cost Breakdown : Truck/Loader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader dozer NA NA NA <br />%Utilization-machine: 100 75 50 NA NA NA <br />-Ripper attachment: NA NA f0 NA NA NA <br />Ownership cosUhour: $19.88 $26.96 $40.61 NA NA NA <br />Operating cest/hour: $27.31 $22.50 $24.07 NA NA NA <br />Ripper op. cost/hour: NA NA $0.59 NA NA NA <br />Operator cost/hour : $21.75 $31.78 $31.78 NA NA NA <br />Unit subtotals : $68.74 $81.24 $97.05 NA NA NA <br />Number of units : 2 1 1 0 0 0 <br />Group subtotals : Work : $218.71 Support : $97.05 Maintenance : $0.00 <br />Total work team cosUhour : $315.77 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 1,736 CCY factor: 1.060 volume: 1,840 LCY <br />Material weight : 2,400 pounds/LCY Struck volume : 12.00 LCY <br />Descr.: Clay and gravel -Dry Heaped volume : 18.00 LCY <br />Rated payload : 50,300 pounds Average volume : 15.00 LCY <br />payload capacity : 20.96 LCY Adjusted volume': 18.00 LCY <br /> Final truck volume based on number of loader passes : 15.88 LCY <br /> • wck volume adlustetl to rrot exceed rated payloatl w heaped volume <br />Loading Tool Capacity : Job Con ition Corrections : Site altitude (ft.) : 6,800 <br />Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source <br />Descr.:Other- rock/dirt mixtures (f00.120YJ Altitude adj.: 1.000 0.920 (Cat HE <br />Bucket fill factor : 1.100 Job efficiency : 0.830 0.830 (1 shiWda <br />Adjusted bucket capacity : 5.225 LCY Net correction : 0.830 0.764 <br />
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