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Permit or other job action : Technical Revision 1 <br />Task description : Haul Footprint of Clean Coal Stockpile to Waste Fill Pile <br />HOURLY EQUIPMENT COST <br />Model Cat 621G <br />Shift basis : 1 per day <br />Cost Breakdown: <br />Distance (feet) <br />Job utilization % <br />Horsepower : <br />365 <br />Ownership cost/hour: <br />$55.14 <br />NA <br />Weight (UST) : <br />35.55 <br />Operating cost/hour: <br />$79.09 <br />100 <br />Cost data source : <br />(CRG) <br />Operator cost/hour : <br />$24.98 <br />NA <br />-2.0 <br />4.0 <br />Total unit cost/hour : <br />$ 159.21 <br />Total fleet cost/hour: <br />$159.21 <br />Adjusted fleet production : <br />MATERIAL QUANTITIES <br />LCY /Hour <br />Net job correction factor : 0.83 <br />' 2 times volume on push -pull models <br />_. <br />Initial <br />Swell <br />Loose <br />volume: 450 CCY <br />factor : <br />1.125 volume: <br />506 <br />LCY <br />Total job cost : <br />Source of quantity take -off : Map <br />12; Division Estimate <br />Source of estimated swell factor CAT Handbook <br />HOURLY PRODUCTION <br />Hauling Capacity: <br />Scraper Payload (weight) Basis: <br />Scraper Bowl (volume) Basis: <br />Material weight: 2,350 <br />pounds /LCY <br />Struck volume: <br />14.00 <br />LCY <br />Material description : <br />Heaped volume: <br />21.00 <br />LCY <br />USER - PROVIDED WEIGHT DATA <br />Average volume: <br />17.50 <br />LCY <br />Rated payload : 48,000 <br />pounds <br />Payload capacity: 20. 43 <br />LCY <br />Adjusted capacity : <br />17.50 <br />LCY <br />Cycle Time (load + haul + spread + return) : <br />Loading time : <br />2.00 <br />minutes <br />Maneuver and spreading time: <br />0.70 <br />minutes <br />Travel time: <br />• loading time per pair on push -pull models <br />Route <br />Distance (feet) <br />Grade ( %) <br />Roll. res.( %) <br />Total res.( %) <br />Velocity (fpm) <br />Travel time (min.) <br />minutes <br />Haul : <br />500 <br />2.0 <br />4.0 <br />6.0 <br />1,204 <br />0.49 <br />Iminutes ** <br />Return: <br />500 <br />-2.0 <br />4.0 <br />2.0 <br />2,898 <br />0.17 <br />I minutes *" <br />•" travel time adjusted for acceleration and deceleration at load and dump points <br />velocities are max. attainable per total resistance shown, not average <br />Total cycle time <br />3.36 <br />minutes <br />Job Condition Correction Factors <br />Site altitude (feet) : 5,400 <br />Adjusted Hourly Production ; <br />Altitude adjustment factor: 1.00 (Cat HB) <br />Unadjusted unit production : <br />312.49 <br />LCY /Hour * ** <br />Job efficiency factor: 0.83 (1 shift/day) <br />Adjusted unit production : <br />259.37 <br />LCY /Hour <br />Adjusted fleet production : <br />259.37 <br />LCY /Hour <br />Net job correction factor : 0.83 <br />' 2 times volume on push -pull models <br />_. <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) <br />Total job time: <br />1.95 <br />Hours <br />Unit cost : $0.614; /LCY <br />Total job cost : <br />$311 <br />I <br />