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2010-05-07_PERMIT FILE - C2006085 (6)
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2010-05-07_PERMIT FILE - C2006085 (6)
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Last modified
8/24/2016 4:11:37 PM
Creation date
6/15/2010 5:11:46 PM
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Template:
DRMS Permit Index
Permit No
C2006085
IBM Index Class Name
Permit File
Doc Date
5/7/2010
Doc Name
Reclamation Cost Estimate
Section_Exhibit Name
Exhibit AL
Media Type
D
Archive
No
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Cost Breakdown : <br />Distance (feet) <br />Job utilization % <br />Horsepower : 365 <br />Ownership cost/hour : <br />$55.14 <br />NA <br />Weight (UST) : 35.55 <br />Operating cost/hour: <br />$79.09 <br />100 <br />Cost data source : (CRG) <br />Operator cost/hour: <br />$24.98 <br />NA <br />Scraper Payload (weight) Basis: <br />Total unit cost/hour : <br />$159.21 <br />Total fleet cost/hour : <br />$159.21 <br />MATERIAL QUANTITIES <br />14.00 <br />LCY <br />Material description : <br />Initial <br />Swell <br />Loose <br />Decomposed rock - 50% Rock, 50% Earth <br />volume: 7,560 CCY <br />factor : 1.165 volume <br />8,807 LCY <br />Source of quantity take -off : Pages 2.05.3 -20 and 2.05.4 -7; Map 12 <br />Distance (feet) <br />_ <br />Source of estimated swell factor : CAT Handbook <br />Total res.( %) <br />Velocity (fpm) <br />I Travel time (min.) <br />1 0 HOURLY PRODUCTION <br />Haul : <br />1,100 <br />2.0 <br />Hauling Capacity: <br />6.0 <br />1,204 <br />0.99 <br />Scraper Payload (weight) Basis: <br />Scraper Bowl (volume) Basis: <br />1,100 <br />-2.0 <br />Material weight: 2,900 pounds /LCY <br />Struck volume: <br />14.00 <br />LCY <br />Material description : <br />Heaped volume: <br />21.00 <br />LCY <br />Decomposed rock - 50% Rock, 50% Earth <br />Average volume: <br />17.50 <br />LCY <br />Rated payload : 48,000 pounds <br />JOB TIME AND COST <br />Payload capacity: 16.55 LCY <br />Adjusted capacity : <br />16.55 <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 />I Travel time (min.) <br />minutes <br />Haul : <br />1,100 <br />2.0 <br />4.0 <br />6.0 <br />1,204 <br />0.99 <br />minutes " <br />Return <br />1,100 <br />-2.0 <br />L 4.0 <br />1 2.0 <br />2,898 <br />0.38 <br />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 />4.07 <br />minutes <br />Job Condition Correction Factors : <br />Site altitude (feet) : 5,400 <br />Adjusted Hourly Production; <br />Altitude adjustment factor: 1.00 (Cat H B) <br />Unadjusted unit production : <br />244.28 <br />LCY /Hour * ** <br />Job efficiency factor: 0.83 (1 shift/day) <br />Adjusted unit production : <br />202.75 <br />LCY /Hour <br />Adjusted fleet production : <br />202.75 <br />LCY /Hour <br />Net job correction factor : 0.83 <br />- <br />"' 2 times volume on push -pull models <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) <br />Total job time: <br />43.44 <br />Hours <br />Unit cost : $0.785 /LCY <br />Total job cost : <br />$6,916 <br />D <br />
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