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REV96693
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REV96693
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Entry Properties
Last modified
8/25/2016 3:21:17 AM
Creation date
11/22/2007 12:02:19 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1996076
IBM Index Class Name
Revision
Doc Date
11/5/2001
Doc Name
PN M-1996-076 WESTERN SLOPE FLAGSTONE FINANCIAL SURETY REVIEW
From
DMG
To
WESTERN SLOPE FLAGSTONE
Type & Sequence
SI1
Media Type
D
Archive
No
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.s; <br />PROJECT I DENTIFICATION <br />Task # : <br />Date : <br />User : 002 <br />10/30/2001 <br />GRM <br />~i <br />State :Colorado <br /> <br />Permitlob# : M-1996-078 <br />County :Mesa Abbreviation :none <br />Site : Western Slope Flagstone Filename : M076-002 <br />Agency or organization name : DMG <br />Permit or other job action :final reclamation <br />Task description : ~ep/aCe tOpSl <br />0.5' depth over 1.5 ac <br />Basic machine :Cat D8R - 8U <br />Blade type :Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no. 2 : 3-shank dppe, <br />MATERIAL QUANTITIES <br />Initial <br />volume <br />Ownership cosUhour <br />Operating cosUhour <br />Ripper op. cost/hour <br />Operator cost/hour <br />Total unit cosUhour <br />Utilization <br />Horsepower: 305 <br />Shift basis : 1 per day <br /> <br />Data source : i <br />(CRG) <br />$49.76 NA <br />$66.26 100 <br />$3.75 50 i <br />$27.99 NA ~ <br />$147.76 Total fleet cosUhour : $147.78 <br />Source of estimated volume :1.5 acres at 0.5' <br />Source of estimated swell factor : NA <br />Average push distance : 100 feet <br />Unadjusted hourly production : 931.6 LCY/hr <br />Material consistency description <br />Compacted fill or embankment <br />Average push gradient : 10.00 % (nag) <br />Average site altitude : 5,220 feet <br />Material weight : 2,550 Ibs/LCY <br />Weight descdption <br />Earth -Dry packed <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />~b Condition Cortection Facto rs Soume <br />Operetor skill : 0.75 (avg.) <br />Material consistency : 0.90 (Cat HB) <br />Dozing method : 1.00 (gen.) <br />Visibility : 1.00 (avg.) <br />Job efficiency: 0.83 (1shiN/dayJ <br />Spoil pile : 0.60 (fnd-rrJ <br />Push gradient : 1.22 (Cat HB) <br />Altitude : 1.00 (Cat HB) <br />Material weight : 0.90 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.50 <br />i <br /> <br />Adjusted unit production : 461.34 LCY/hr <br />Adjusted fleet production : 461.34 LCY/hr <br /> <br /> <br />Unit cost : $0.320 /LCY <br />Total job time : 282 Hours <br />Total job cost : $388 <br />CIRCES Cost Estimating Software <br />1,210 LCY factor : NA volume : 1,210 LCY <br />
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