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2011-01-24_PERMIT FILE - C1981038
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2011-01-24_PERMIT FILE - C1981038
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Last modified
8/24/2016 4:29:19 PM
Creation date
4/1/2011 9:05:25 AM
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Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Permit File
Doc Date
1/24/2011
Doc Name
Cost Summary
Section_Exhibit Name
Reclamation Cost Estimate MR126
Media Type
D
Archive
No
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Truck/Loader Team Work corl Task #: 009 sheet 2 of 2 <br />Loading Tool Cycle Time : Number of loading tool passes required to fill truck : 3 passes <br />Excavators and front shovels -machine cycle time vs. job condition rating : NA <br />- selected value within basic rating : NA <br />Track loaders - material descr.:NA <br />- cycle time elements (min.) : Load : NA Maneuver : NA Dump : 0.100 <br />Wheel and track loaders - unadjusted basic loader cycle time ( load, maneuver, and duml 0.625 minutes <br />Cycle Time Factors Loading Condition Description Factor (min.) Source <br />Material : Material 314" to 6" diameter 0.000 (Cat HB) <br />Stockpile : Conveyor or dozer piled 10 ft. high or less 0.010 (Cat HB) <br />Truck ownership : Common ownership of trucks and loaders -0.040 (Cat HB) <br />Operation : Constant operation -0.040 (Cat HB) <br />Dump target : Nominal target 0.000 (Cat HB) <br /> Net cycle time adjustment : -0.070 minutes <br /> Adjusted loader cycle time (total time per loader pass) : 0.555 minutes <br /> Net load time per truck * : 1.210 minutes <br />Truck Cycle Time : bulk of 1st loader cycle completed during truck exchange if adj. loader cycle time < exchange time <br />Truck exchange time **: 0.70 minutes........ Adjusted for site altitude : 0.700 minutes <br />Truck load time: 1.210 minutes........ Adjusted for site altitude : 1.210 minutes <br />Truck maneuver and dump time: 1.10 minutes........ Adjusted for site altitude : 1.100 minutes <br />**set at 0 if exchange time < adj. loader cycle time (truck exchange completed during 1st loader cycle) <br />Truck travel (haul & return) time: Road condition :Rutted dirt, little maintenance, no water, 2" tire penetration <br />Haul route : <br />Road <br />segment # Haul distance Grade <br />res. (%) Rolling <br />res. (%) Total <br />resistance (%) Speed Travel time <br />(minutes) <br />1 600 8.00 3.00 11.00 750 0.829 <br />2 300 -7.00 5.00 -2.00 3512 0.129 <br /> <br /> <br /> <br /> <br /> <br /> <br />Keturn route : <br />Haul time ** : 0.959 minutes <br />_ _ 1 300 7.00 5.00 12.00 1540 0.262 <br />2 600 -8.00 3.00 -5.00 3512 0.111 <br /> <br /> <br /> <br /> <br /> <br /> <br />' travel time shown for each segment includes acceleration/deceleration adjustment Return time**: 0.372 <br />• total haul and return time shown includes altitude adjustment Total truck cycle time : 4.341 <br />Loading tool unit production : 1,166.23 LCY/hour...... Adjusted for job efficiency : 967.97 <br />Truck unit production : 513.09 LCY/hour...... Adjusted for job efficiency : 425.86 <br />Optimal no. trucks/loading tool : 2 trucks........... Selected no. trucks/loader : 2 <br /> Adjusted hourly truck team production : 851.72 <br /> Adjusted hourly single truck/loader team production : 851.72 <br /> Adjusted hourly multiple truck/loader team production : 851.72 <br />JOB TIME AND COST <br />Fleet size : 1 Team(s) Total job time : 0.83 <br />Unit cost : $1.455 /LCY Total job cost : $1,034 <br />minutes <br />minutes <br />LCY/hour <br />LCY/hour <br />trucks <br />LCY/hr <br />LCY/hr <br />LCY/hr <br />Hours
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