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2002-04-16_REVISION - M1994011
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2002-04-16_REVISION - M1994011
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Entry Properties
Last modified
6/16/2021 6:08:26 PM
Creation date
11/21/2007 12:38:39 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1994011
IBM Index Class Name
Revision
Doc Date
4/16/2002
Doc Name
TR Approval
From
DMG
To
West End Gravel Company
Type & Sequence
TR2
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />SCRAPER-ONLY WORK <br /> <br />PROJECT IDENTIFICATION <br /> Agency or organization name :OMG <br />Task#: 16a State:Colorado PermiVOb#:M-1994011 <br />Date: 01/102002 Counry:MOntrose Abbreviation :none <br />User: SSS Site: West End Gravel Ptt Filename: M011-16a <br />Permit or oMerjob action :Feedlot Unit- Rep/ace 6 inches of topsoil acrossc west side of unit <br />Task description :Feedlot Unlt -Replace 6lnches of topsoil across enflre unit <br />y. <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Sedes 2 <br />Ownership cesOhour <br />Operating cesVhour <br />Operator wsUhour <br />Job uBlizaaon % <br />$79.57 NA <br />$116.75 100 <br />$28.18 NA <br />Shift basis : 1 per day <br />Horsepower : 490 <br />Weight (UST) : 56.34 <br />Cost data source : (CRG) <br />Total unit wsVhour: $224.50 Total Heel COSt/hour: $224.50 <br />_~, .nS. <br />.:. , ._. _.. .. . ve ~_. <br />MATERIAL QUANTITIES <br />Inltlal Swell <br />volume: 3,227 LCY Factor: NA <br />Source of quantity takeoR:Assume 4 ac. <br />Source of estimated swell factor : NA <br />Hauling Caoacity <br />Matedal descdpdon: <br />Loose <br />volume: 3,227 LCY <br />Heaped volume: 34:00 LCV <br />Average volume: 28.60 LCV <br /> Rated payload: 82,000 pounds <br /> Payload capadry : 51.25 LCY Atljusletl capacity: 28.60 LCY ••• <br /> <br />Cvcle Timel load+haul+soread +retuml: Loading time: 0.90 minutes' <br /> Maneuver and spreading tlme : 0.70 minutes <br />Travel time : • loetlirg lime per vair on push-pull models <br />Route ~ Distance (feeQ Gretle (%) Roll. res.(%) Total res.(%) Velocity (fpm) Travel Bme (min.) <br />Haul: 500 0.0 8.0 B.0 767 0.73 minutes" <br />Return : 500 0.0 8.0 8.0 1,361 0.54 minutes •• <br />•• travel time adjusted for acceleration and deceleration at load and dump points <br />Site altitude (feet) : 5,800 <br />Altitude adjustment factor: 0.96 (Cat HE <br />Job efficiency factor: O. B3 (1 shiNd~ <br />Net job cemecBOn factor : 0.80 <br />JOB TIME AND COST <br />Fleet slier 1 Screper(s) <br />Tofal cyde Bme : 2.87 minutes <br />Adiusted HouM Production: <br />Unadjusted unit production : 597.52 LCY/Hour•° <br />Adjusted unit production : 476.10 LCY/Hour <br />Adjusted fleet productlon : 476.10 LCY/Hour <br />times volume on push-pull models <br />Total job Bme: 6.78 Hours <br />Unit cost: $0.472 /LCY Total job cost: $1,522 <br />
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