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2001-01-04_REVISION - M1986165
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2001-01-04_REVISION - M1986165
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Entry Properties
Last modified
4/2/2021 8:24:32 PM
Creation date
11/21/2007 12:21:47 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986165
IBM Index Class Name
Revision
Doc Date
1/4/2001
Doc Name
WILLOW BEND PN M-1986-165 APPLICATION FOR SUCCESSION OF OPERATORS
From
DMG
To
DAVID D DILLON
Type & Sequence
SO1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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CIRCES Cost Estimatina Software <br /> BULLDOZER WORK <br /> PROJECT IDENTIFICATION µ a w Vr <br /> Agency or organization name:DMG <br /> Task#: 001 Stale:Colorado Pemiitlob#:M-1986-165 <br /> Date: 092a2000 County:La Plata Abbreviation:none <br /> User: RCO Site:Klllow Bend Pit Filename:M166-001 <br /> Permit or other job action:Final reclamation-scheduled bond review <br /> Task description:Grade and rip affected area(2 ac)of permit Inct road <br /> HOURLY EQUIPMENT COST Basic machine:Cal 07H Series 2(1996) Horsepower 215 <br /> Blade type:Semi-Universal <br /> Attachment no.l :ROPS Cab Shift basis: 1 relay <br /> Attachment no.2:3-shank ripper <br /> Utilization% Cost data source: ( RG) <br /> Cost Breakdovm: Ownership cost/hour: $35.89 NA <br /> Operating cost/hour: $42.10 100 <br /> Ripper op.cost/hour: $1.46 25 <br /> Operator cosUhour: $23.12 NA <br /> Total unit cost(hour: $102.56 Total fleet cost/hour: $ 02.58 <br /> MATERIAL QUANTITIES <br /> Initial Swell Loose <br /> volume: 3,227 CCY factor: 1.125 volume: 3,630 1-4 <br /> Source of quantity take-of:2 ac(Intl road)affected uplandx 1If deep <br /> Source of est.swell factor:We <br /> HOURLY PRODUCTION <br /> Job Condition Correction Factors <br /> Average push distance: 65 feet Source <br /> Operator skill: 0.75 ( vg.) <br /> Material consistency: 0.90 (C tHB) <br /> Unadjusted hourly production: 799 LCYIhr Dozing method: 1.00 ( en.) <br /> Visibility: 1.00 ( vg.) <br /> Material consistency description: Job efficiency: 0.83 (Isi I0/day) <br /> Compacted fill or embankment Spoil pile: 0.70 Al mQ <br /> Push gradient: 1.00 (C t HB) <br /> Average push gradient: 0.00 %(pos) Altitude: 1.00 (C IHB) <br /> Material weight: 0.90 (C tHB) <br /> Average site altitude: 6,500 feet Blade type: 1.00 1 (S or U) <br /> Material might: 2,550 Ibs/LCY Not correction: 0.35 <br /> Material weight description <br /> Earth-Dry packed Adjusted unit production: 282.67 LCY hr <br /> Adjusted fleet production: 282.67 LCY hr <br /> JOB TIME AND COST <br /> Fleet size: / Dozer(s) Total job time: 12.84 Howe <br /> Unit cost: $0.363 /LCY Total job cost: $1,317 <br /> 61..1- i: d <br />
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