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2010-05-07_PERMIT FILE - C2009087A (38)
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2010-05-07_PERMIT FILE - C2009087A (38)
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Last modified
8/24/2016 4:11:41 PM
Creation date
6/3/2010 4:41:56 PM
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Template:
DRMS Permit Index
Permit No
C2009087A
IBM Index Class Name
Permit File
Doc Date
5/7/2010
Doc Name
Estimated Reclamation Cost
Section_Exhibit Name
Exhibit 3.02.2-E1 Estimated Reclamation Cost
Media Type
D
Archive
Yes
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HOURLY PRODUCTION sheet 2 of 2 <br />Hauling Capacity: <br />Scraper Payload (weight) Basis: Scraper Bowl (volume) Basis: <br />Material weight <br />Material description : <br />USER - PROVIDED WEIGHT DATA <br />2,075 pounds /LCY <br />Rated payload : 75,000 pounds <br />Payload capacity: 36.14 LCY <br />Cycle Time: <br />Scraper loading time * : 1.00 <br />Maneuver and spread time : 0.60 <br />* load time per scraper pair on push -pull models <br />Struck volume : <br />24.00 <br />LCY <br />Heaped volume: <br />34.00 <br />LCY <br />Average volume: <br />29.00 <br />LCY <br />Adjusted capacity: <br />29.00 <br />LCY * ** <br />hourly production reflects volume per scraper pair on push -pull models <br />Travel time: <br />Road condition description : Rutted dirt, little maintenance, no water, 2" tire <br />Haul Route: <br />Seg. # <br />Job Condition Corrections : <br />Site altitude (ft.) : <br />6,710 <br />Total res. ( %) <br />Velocity (fpm) <br />Scraper <br />Push dozer <br />Source <br />minutes <br />Altitude adj.: <br />1.000 <br />NA <br />(Cat HB) <br />minutes <br />Job efficiency: <br />0.830 <br />NA <br />(Cat HB) <br />2952 <br />Net correction : <br />0.830 <br />NA <br />-5.30 <br />Travel time: <br />Road condition description : Rutted dirt, little maintenance, no water, 2" tire <br />Haul Route: <br />Seg. # <br />Haul distance (feet) <br />Grade ( %) <br />Roll. res. ( %) <br />Total res. ( %) <br />Velocity (fpm) <br />Travel time (min.) ** <br />1 <br />300 <br />-10.00 <br />8.00 <br />-2.00 <br />2972 <br />0.15 <br />2 <br />Z550 <br />-2.10 <br />3.00 <br />0.90 <br />2952 <br />0.86 <br />3 <br />750 <br />-5.30 <br />5.00 <br />-0.30 <br />2965 <br />0.32 <br />Fleet size : 1 Team(s) Total job time: <br />22.27 <br />Hours <br />Unit cost: $1.289 /LCY Total job cost: <br />$17,742 <br />Haul time: 1.33 minutes <br />Return route <br />1 <br />750 <br />5.30 <br />5.00 <br />10.30 <br />1476 <br />0.56 <br />2 <br />2,550 <br />2.10 <br />3.00 <br />5.10 <br />2795 <br />1.03 <br />3 <br />300 <br />10.00 <br />8.00 <br />18.00 <br />832 <br />0.15 <br />JOB TIME AND COST <br />Fleet size : 1 Team(s) Total job time: <br />22.27 <br />Hours <br />Unit cost: $1.289 /LCY Total job cost: <br />$17,742 <br />" travel time for each segment is adjusted for acceleration/deceleration. Return time: <br />1.74 <br />minutes <br />table velocities are max. attainable per total resistance shown, not average <br />Total scraper team cycle time (load + haul + maneuver and spread + return) : <br />4.67 <br />minutes <br />Unadjusted unit production /hour : 744.61 LCY /hour * ** Adjusted for job conditions : <br />618.02 <br />LCY /hour <br />Optimal number of scrapers per push dozer: NA Selected number of scrapers : <br />2 <br />scraper(s) <br />Adjusted single scraper team (unit) hourly production : <br />618.02 <br />LCY /hour <br />Adjusted multiple scraper team (fleet) hourly production : <br />618.02 <br />LCY /hour <br />JOB TIME AND COST <br />Fleet size : 1 Team(s) Total job time: <br />22.27 <br />Hours <br />Unit cost: $1.289 /LCY Total job cost: <br />$17,742 <br />
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