Laserfiche WebLink
~rRCes <br />`=qtr atine c s.. <br />' BU!lDOZER re <br />WOR <br />PROJ GT ID ur <br />~tPlCq~ryr~ K <br />Task ~ : 00? <br />Oate : <br />09/09/2002 State :Colorado <br /> <br />User: ALA Coun PermiV'o <br />tY:Bent 1 b#:Iy.19B5-D14 <br /> Site :Bonnie Earl Plt Abbreviation ;none <br />Agency or organization name : DMG Filename : M014-002 <br />Permit or otherjob action :Reclamation <br />Task description ; push Down Highwal/ <br />OU L UIPM~NT- <br />co <br />MATERIAL gUAN IE <br />Imhal <br />volume : 1,840 <br />~_ ecr <br />Basic machine :Cat 08R - 8SU <br />Blade type ;Semi-Universal ~omePOwer <br />Attachment no. 1 : BOPS Cab ~--~ <br />Attachment no. 2 ;NA Shift basis ; <br />1 p--.ar` <br />Ownershi Utilization % Data source <br />P cosVho <br />ur; <br />OPeratin9cosVhour: 542 20 <br />$58 <br />82 <br />NA <br />RiPPerop, cosVhour; . <br />,$0 <br />~ ~ 100 <br />Operator cosVhour ; . <br />$30.65 NA <br />Total unit cosVhour: 5131.67 NA <br />- ------~ TotatBeetcosUhour: <br />swan <br />factor <br />Source of estimated volume ;Estimate <br />Soume of estimated swell factor ~F~r-;,ne~~ <br />HOURLY PROD CT ON <br />Average push distance : feet <br />Unadjusted hourly production : 1, 9 LCY/hr <br />Material consistency description <br />Compacted fill or embankment <br />Average Push gradient : 20_ 0 <br />Average site altitude : 4,800 <br />feet <br />Weight descriptfo~n tonal weight : 2~Ibs/LCY <br />Sand and grave! _ n.,, <br />J09 TIME AND OST <br />Fleet size :~-DOZer(s) <br />Unit cost ; 80,208 /LCY <br />(~~ <br />5131.67 <br />Loose <br />1.124 volume <br />-~~- z os7 <br />~_ LCY <br />Operator skill <br />Material consistency ; <br />Dozing method ; <br />Visibility <br />Job efficiency <br />Spoil pile :_ <br />Push gradient: <br />Altitude :_ <br />Material weight <br />Blade type :' <br />Net correction <br />Adjusted unit production <br />Adjusted fleet production ; <br />Total job time <br />7otaljob oust <br />0.75 <br />0.90 <br />1,00 <br />1.00 <br />).83 <br />1, 43 <br />1,00 <br />0.78 <br />1.00 <br />0, 51 <br />Source <br />HBJ <br />