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2002-08-12_REVISION - M1979089 (2)
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2002-08-12_REVISION - M1979089 (2)
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Entry Properties
Last modified
6/15/2021 5:42:27 PM
Creation date
11/21/2007 2:11:44 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1979089
IBM Index Class Name
Revision
Doc Date
8/12/2002
Doc Name
Cost Summary Form
Type & Sequence
AM3
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />SCRAPER-ONLY WORK <br />c .. .. ~....._.,I <br />Task # <br />Date <br />User <br />Agency or organization name : DMG <br />10a State :Colorado <br />08Po52002 County :Mesa <br />SSS Site :23 Road Pit <br />Loose <br />1.110 volume: 401,376 LCY <br />Permit or other job action : AM-03 approval and Recalculation o/existing bond <br />Task descrption : Backllll f0 acre initial AM-03 pit <br />HOURLY EQUIPMENT COST ~- <br />Model :Cat 633E Sedes 2 <br />Cost Breakdown : Job utilization <br />Ownership cosUhour: $72.62 NA <br />Operating cesUhour: $88.00 80 <br />Operetor wsUhour: $30.84 NA <br />Shift basis : 1 per day <br />Horsepower : 490 <br />Weight (UST) : 56.34 <br />Cost data Source : (CRC) <br />' Total unit cesUhour: $191.46 Total fleet cosOhaur: $191.48 <br />MATERIAL QUANTITIES ~ ~~ <br />Initial Swell <br />volume: 361,600 factor <br /> <br />CCY <br />Source of quantity take-oft :Assume 10 acre pit at 24 feet deep <br />Source of estimated swell (actor :CAT Handbook <br />-i' :': .... . <br />HOURLY PRODUCTION <br />Hauling Caoacily <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis: <br />Matedal weight: 2,800 pounds/LCY SWCk volume: 23.20 LCY <br />Matedal description: Heaped volume: 34.00 LCY <br />Clay-Natural bed Average volume: 28.80 LCY <br />Rated payload: 82,000 pounds <br />Payload rapacity: 2929 LCV Adjusted capacity: 28.60 LCV"' <br />CvGe Time ( loatl + haul + soread + retuml : Loading time : 0.90 minutes' <br /> Maneuver and spreading ame : 0.70 minutes <br />Travel 11me : - loaairg time per pek on push~ull motlels <br />Route Distance (feet) Grade (h) Roll. res.(%) Total res.(%) Velocity (fpm) Travel dme (min.) <br />Haul: 500 -3.0 8.0 5.0 1,243 0.57 minutes" <br />Return: 500 3.0 8.0 11.0 1.011 -0.65 minutes" <br />Vevel time adjustetl (or ecceleretion eM decelerffiion ffi batl antl tlump points <br />Job Condigon Cortection Fac[ors <br />Site altitude (feet) : 4, 532 <br />Algtude adjustment faCOr : 1.00 (Cat H6 <br />Job efficiency factor: 0.83 (1 sniNde <br />Net job cortectlon factor : 0.83 <br />vwuw.vvu.:_r_ t.. A .....:..: <br />~au _ <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) <br />PenniVab # : M-1979-089 <br />Abbreviation :none <br />Filename : M089-f0a <br />Total cycle tlme : 2.81 minutes <br />Adiusted HourN Production <br />Unadjusted unit produc8on : 610.36 LCY/Hour"' <br />Adjusted unit producton : 506.60 LCY/Hour <br />Adjustetl fleet protluction : 508.80 LCY/Hour <br />2 times voNme on push-pull motlels <br />Total job time: 792.29 Hours <br />Untt cost: $0.378 /LCY Total job cost: $151,892 <br />
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